Construction Parameters Research Articles

A hybrid sensing of rotation-induced stress of segmental lining during shield tunneling via WSN and surrogate numerical modeling

The structural responses of segmental lining to the construction loads during shield tunneling are not well understood yet. To this end, a hybrid sensing method is proposed to understand the mechanical responses of tunnel lining to the construction loads via a wireless sensor network (WSN) and machine learning algorithms. Firstly, the displacement of tunnel lining is monitored in real-time during construction by using the WSN. The rotation of the whole segmental ring is found for the first time based on the in-situ data. A refined three-dimensional numerical model is then applied to investigate the additional stress of segmental rings under such a new deformation mode. Subsequently, a scenario-based construction database is established, including 130 numerical cases of load conditions. For the dynamic control of shield tunneling, an efficient multi-layer perception surrogate model is proposed with the help of the established database. The additional stress state of segmental rings is sensed on-site in a hybrid mode efficiently, both from real structural responses via WSN and the construction parameters via surrogate model. Meanwhile, the construction parameters can be adjusted timely if the additional stress exceeds its limit. For the case study of this paper, with the measured maximum ring rotation at 0.25° and the maximum arc length of circumferential misalignment between two adjacent rings at 7.1 mm, an additional rotation-induced stress of 19.34*103 kN/m2, i.e., 39% of the concrete compressive strength, is found for the first time at longitudinal bolt holes of segmental rings, which has not been considered but should be emphasized in the future design practice.

Numerical Study of the Influence of the Geometric Parameters of a Radial Crystalizer Using a Multiscale CFD Model

This work investigates how the configuration of the geometric parameters of a radial crystallizer influences the results of the crystallization of lovastatin by antisolvent and using a multi-scale computational fluid dynamics (CFD) model. The OPENFOAM open-source software uses macro and micromixing expressions for flow, and complete energy and population equilibrium equations during nucleation and crystal growth. The model is based on the Reynolds-Averaged-Navier-Stokes (RANS) equation, along with a multi-environment probability density function (PDF) model and the spatially semi-discretized population equilibrium equation, operating a high-resolution finite volume method. The variation crystallizer construction parameters provided another crystallizer design, and analyses demonstrated improved performance and effects on crystal distribution.

Experimental Research Studies on Seismic Behaviour of Confined Masonry Structures: Current Status and Future Needs

Confined masonry (CM) is a construction system that consists of loadbearing masonry wall panels enclosed by vertical and horizontal reinforced concrete confining elements. The presence of these confining elements distinguishes CM from unreinforced masonry systems, and makes this technology suitable for building construction in regions subject to intense seismic or wind activity. CM construction has been used in many countries and regions, and has performed well in past earthquakes. The purpose of this paper is to review experimental research studies related to the seismic in-plane and out-of-plane behaviour of CM structures. The authors identify the key design and construction parameters considered in previous research studies and perform statistical analyses to establish their influence on the seismic performance of CM walls. For the purposes of this study, the authors compiled databases of previous experimental studies on CM wall specimens, which were used for statistical analyses. Finally, the paper discusses research gaps and the need for future research studies that would contribute to the understanding of seismic behaviour and failure mechanisms of CM walls.

Numerical simulation of multi-fracture propagation in staged multi-cluster SC-CO2 fracturing of horizontal wells

Numerical simulation research on fracture propagation in SC-CO2 (supercritical carbon dioxide) fracturing mainly focuses on a single fracture, and the multifracture propagation law of SC-CO2 fracturing under the influence of multiple factors is ambiguous. In this study, based on the boundary element method, a three-dimensional, plane propagation model of multicluster SC-CO2 fracturing in multifractured horizontal wells, which considers the three-dimensional, elastic deformation of the reservoir rock mass, the two-dimensional flow of SC-CO2 fracturing fluid in fractures, the change in SC-CO2 physical parameters during fracturing and the flow distribution of each cluster fracture, is established. The influence of geological factors and construction factors on the propagation law of SC-CO2 fracturing in multifractured horizontal wells is explored. The results show that compared with slick water fracturing, the hole friction of SC-CO2 fracturing effectively balances the negative effect of induced stress between two fractures, inhibits the liquid entry advantage of heel-end fractures, and increases the reconstruction area in the reservoir. SC-CO2 fracturing in multifractured horizontal wells minimizes the energy loss of the fracture tip in different ways with different reservoir stress differences. Increasing the displacement and crack spacing are conducive to promoting the uniform expansion of SC-CO2 multicrack propagation. Based on the liquid volume distribution index, the construction parameters are optimized. The construction displacement of SC-CO2 multicluster fracturing should be greater than 10 m3 min−1, the hole diameter should be less than 14 mm, and the number of boreholes in each perforation cluster should be less than 16.

Advanced Innovation Technology of BIM in a Circular Economy

The traditional concept of the primary, secondary, tertiary and later quaternary economy is based on several structurally divided and related tasks and processes in processing raw materials and earth resources. Gradually, a new concept of the functioning of the economy was created, called “circular economy” or “circular economy”. Its basis is the transformation of linear economic processes managing the use of raw materials to create a sustainable economic growth model. The circular economy transforms economic activity associated with the consumption of limited resources into the more efficient reuse of resources. Based on the above, the presented article aims, based on theoretical and empirical analysis, to identify the potential of processing and using non-energy raw material—recycled aggregate—in the construction industry and to propose a concept for information modeling of the parameters of sustainable construction using this non-energy raw material per the principles of the circular economy. The solution to this research problem is realized through theoretical analysis and comparison of approaches to the circular economy, reuse of non-energy raw materials in the construction industry and analysis for the creation of a concept based on the use of information needed for sustainable construction planning through building information modeling (BIM). Based on my research, my results will be presented, the applicability of which is verified through a case study. The object of the case study is the construction of a new building, which will represent a set of five similar constructions interconnected by underground floors (garages, technical facilities of buildings) and communication spaces (corridor, hall). The priority of the construction of the centre is to build a sustainable building, i.e., to implement the work using sustainable methods with the greatest possible use of sustainable materials and procedures, which will reduce the impact on the ecosystem and support the goals of the circular economy. Traditional, natural raw materials will be replaced by recycled secondary raw materials within individual constructions and elements. When choosing suitable raw materials, the design of the BIM library of sustainable elements will help. The BIM library will act as a link between manufacturers and BIM digital replicas of real building products and components.

Research on the Fracture Propagation Law of Separate Layered Fracturing in Unconventional Sandstone Reservoirs

The unconsolidated sandstone is a type of rock that has poor cementation, a low strength, a high porosity, and permeability. It is highly compressible under high stress and exhibits non-linear plastic deformation during hydraulic fracturing construction in its reservoir. In this study, the mechanical properties of unconsolidated sandstone with a different permeability were studied, and a three-dimensional hydraulic fracture propagation numerical model was established based on the modified traditional Cambridge model. This model was used to simulate the fracture propagation law of unconsolidated sandstone in separate layer fracturing under different construction conditions. During hydraulic fracturing construction, the fracturing fluid slowly invades the reservoir when the displacement of the fracturing fluid is small. The unconsolidated sandstone undergoes compaction and hardening, followed by shear expansion, and then complete destruction. A larger displacement will cause the reservoir rock to directly enter the state of destruction from compaction and hardening. This study found that several critical parameters are obtained for fracturing construction. When the displacement is greater than 5 m3/min, the fracturing fluid exceeds 100 mPa·s, or when the filtration coefficient exceeds 1.2 × 10−3 m/s, the second and third layers will be penetrated. This study provides valuable insights into the mechanical properties of unconsolidated sandstone and reveals the critical parameters for the successful hydraulic fracturing construction in this type of reservoir.

An improved bidirectional generative adversarial network model for multivariate estimation of correlated and imbalanced tunnel construction parameters

An improved bidirectional generative adversarial network model for multivariate estimation of correlated and imbalanced tunnel construction parameters

Concerning the justification of the working characteristics and construction parameters of the bearing assembly of the upper support of the pellet furnace shafts

Problem. Metallurgical industry requires raw material for further steel production. One of the technological chain element is grid furnace, equipped with shafts, which hold the grid with raw product during heating. Insufficient cooling of the shafts provides the durability decrease and interruption of the technological process during the shafts’ failure. The article presents the results of research into the working conditions of the upper support shafts of the metallurgical furnace.
 Goal. The goal of the paper is to find the absolute thermal expansion of the shaft by means of thermal transient methods and identify the required bearing clearances to extend durability and reliability of the technological element. Results. Using the method of finite elements, the calculation of the thermal mode of operation of the part was carried out and the absolute values of thermal expansion under the condition of forced cooling were determined. Originality. Finite element analysis has been used to examine the necessity of bearing clearances correction as well as working regimes of steel construction. Practical value. To determine the cooling modes, experimental tests of the cooling system were carried out. Based on the results of working out the temperature modes of operation, attention is focused on the sufficiency of thermal clearances in bearing units and the operating modes of rolling bearings. In order to substantiate the working characteristics of the bearing assemblies, experimental studies of the effectiveness of the lubrication system and consistent grease were conducted.

Numerical modelling for the seismic assessment of complex masonry heritage buildings: the case study of the Giralda tower

Existing heritage buildings can be especially vulnerable to earthquakes. They were designed only considering gravity loads and some of them are located in earthquake prone areas, such as the southwestern Iberian Peninsula. Besides, there is a high uncertainty in the definition of their constructive parameters and complex geometry. Due to that, it is paramount to develop accurate numerical models to obtain a reliable assessment of their seismic behaviour. Given this, the main objective of this manuscript is to analyse the seismic behaviour of the Giralda tower, located in Seville (Spain). It was declared as a Word Heritage Site of Outstanding Universal Value by the UNESCO in 1987. Seville has a moderate seismic hazard, but it has been shown that the soft alluvial strata amplify the seismic action. The tower has a brick and stone masonry structure, which was constructed in several construction phases. A 3D Finite Element Model of the tower has been developed using OpenSees software, employing a 3D CAD model. Modal analyses and nonlinear static analyses have been applied to calibrate and to assess the tower’s seismic behaviour. The results showed significant differences in function of the load pattern. It should be remarked that the boundary conditions have a notable effect upon getting a good calibration of the model. Regarding the damage, it has been found to match the historic records: the ramps would be ruined and, in the outer wall, it would be concentrated near the openings, especially close to the belfry.

Development of a mathematical model of the spatial motionof the tool of the generalized schemeof a drillingexecutive unitofcomplete destruction

Purpose. The purpose of the work is to develop a mathematical model of the kinematics of the spatial motion of a single cutting tool of the generalized scheme of the executive unit of complete destruction. Methodology. The basis for the development of the basic generalized scheme of the kinematics of the cutting tool movement is the analytical synthesis of all existing constructive schemes of the drilling executive unit, the work of which is based on the transmission of one or more rotational movements to the tool simultaneously with the forward movement. Individual cases of structural schemes have been discovered by analyzing the possible positions of the working disk, as well as the number of movements transmitted to the cutting tool during its operation. Results. As a result of a comprehensive analysis of the kinematics of the spatial motion of a single cutting tool, the feasibility of creating a generalized scheme of its movement for a drilling executive unit of complete destruction has been substantiated. This scheme is valid for all constructive implementations of planetary and rotary executive units of mining machines. Made on its basis the analytical dependencies between constructive and kinematic parameters represent a mathematical model of a spatial motion of a cutting tool of a general scheme of a drilling executive unit of complete destruction. Received as special cases, some analytical dependencies describe the movement of the cutting tool in constructive schemes as already implemented in the existing mining machines, and also as theoretically possible. Scientific novelty. The developed mathematical model of the kinematics of the spatial motion of a cutting tool accurately describes its trajectory with any values of constructive and kinematic parameters of a drilling executive unit of complete destruction. The analysis of factors that affect the nature of the movement of the working tool allows identifying a set of generalizing parameters of the executive unit and setting the limits of their values, which define individual constructive schemes. The proposed scheme and the mathematical model of a tool motion allow carrying out theoretical studies, criterial analysis and optimization of the parameters of the executive unit in a general case. Practical significance. The model of a spatial motion of a working tool is the basis for deep and detailed applied studies of the process of its interaction with a massif that is being destroyed, on the basis of generally accepted criteria of efficiency. The results of such research allow establishing rational constructive schemes of the executive unit for the specified operating conditions and creating a scientifically grounded method of assignment of their constructive and kinematic parameters. The research of trajectory of movement and geometry of cutting allow selecting, installing and setting the tools on the working disks of the executive unit more rationally.

Modeling the Radiation Environment of Energetic Particles at Mars Orbit and a First Validation against TGO Measurements

Sending astronauts to Mars will be a milestone of future deep space exploration activities. However, energetic particle radiation in deep space and in the Mars environment is a major risk to the health of future human explorers. The nominal Martian surface radiation field contains primary Galactic Cosmic Ray (GCR) particles and secondary particles generated in the Martian atmosphere and the regolith. Some of these secondary particles may propagate upward and even be detected at the orbit of Mars contributing to the orbit radiation. Studying the Mars orbit radiation environment is critical for planning future Mars orbital missions. Therefore, we calculate the Martian orbit radiation dose rate considering the primary GCR spectra provided by the Badhwar-O’Neill 2014 model and the secondary particles modeled by the state-of-the-art Atmospheric Radiation Interaction Simulator. Specifically, we calculate the integral dose rate of each particle type and its dependence on orbit height, surface pressure, and solar modulation intensity. Our analysis shows that modulation intensity is the most dominating factor and that different surface pressures make less than a 1% impact. We also derive the sensitive energy range of detected particles contributing to the dose rate and further validate our prediction against the measured data by Liulin-MO on TGO at a circular orbit around Mars. This may conduce to predicting the radiation risks in Mars orbit and providing constructive reference parameters for the crewed space industry.

Simulation and Analysis of Proppant Transport Patterns in Wellbore-Fracture Systems

Staged multi-cluster fracturing of horizontal wells is one of the most important tools to achieve efficient development of unconventional oil and gas reservoirs. The multi-stage fracturing technique forms complex fractures with multiple clusters and branches in the formation, causing competing diversions leading to more complex proppant transport patterns, and the proppant placement method determines the flow conductivity of complex fractures, so it is necessary to investigate the proppant transport patterns in complex fractures. To address this issue, a field-scale geometric model is established for numerical simulation, and the multiphase flow diversion pattern in the wellbore, the proppant distribution pattern under different network conditions, and the optimization of different construction parameters are investigated. The results are obtained as follows: the distribution of solid and liquid phases in each cluster of the well conforms to the trend of variable mass flow; the proppant is distributed at the heel end in multiple clusters of fractures, and the sand and liquid are unevenly distributed among clusters of fractures, and the number of branching affects the proppant transport; through sensitivity analysis of the influencing factors, the pumping displacement, fracturing fluid viscosity and proppant particle size are optimized, and the construction parameters of 14 m3/min, 5 mPa·s, 70/140 mesh, 12% sand ratio are determined. This study has a certain guiding significance for the optimization of fracturing parameters in this block.

Exploring the propagation of hydraulic fracture with nonuniform stress based on the block distinct element method

AbstractThe stress field is a critical factor for fracture propagation in hydraulic fracturing. Attention should be paid to fracture propagation with the nonuniform stress field. A stress field with gradient was established to investigate the influence of the nononuniform stress on fracture propagation. Based on the three‐dimensional block distinct element model the fracture propagation law with nononuniform stress was obtained. The mechanism of stress gradient and magnitude of uneven fracture propagation was revealed. Aiming at the uneven propagation, the influence of elastic modulus and construction parameters was analyzed. The results show that the influence of the elastic modulus follows the χ2 distribution equation and the influence of construction parameters can be expressed by the product of the injection rate and fluid viscosity. This conclusion is of theoretical significance for fracturing with nonuniform in situ stress.

Evaluation of Light Falling Weight Deflectometer for In Situ Measurement of Secondary Deformation Modulus of Various Forest Road Pavements

Roads in forests are necessary for proper forest management and active protection of the natural environment. They facilitate tourism and recreation and have a very important function in firefighting. The cost of building roads in forest areas is considerable, even when relatively cheap materials such as aggregates of natural or anthropogenic origin are used. Therefore, any road investment must be well prepared and executed. Bearing capacity and compaction are among the most important and frequently used geotechnical parameters in road construction. The aim of this study was to determine the possibility of predicting the value of the secondary deformation modulus E2 (obtained from measurements with a static plate load test – PLT) based on measurements with a light falling weight deflectometer (LFWD) Zorn, type ZFG 3000 GPS with a drop weight of 10 kg. The regression analysis included 245 results of bearing capacity measurements carried out on 46 forest road sections with various road pavements. Different regression models were tested: linear, logarithmic, polynomial, exponential and power models, excluding polynomials of fourth and higher degree. Prediction of E2 (PLT) values from dynamic deformation modulus Evd (LFWD) values is possible. However, the reported unsatisfactory strength of the relationship between the two parameters is associated with a high risk of error (r=0.73, R2=0.54, Se=80.37 MN·m-2). Neither the use of more complex non-linear regression models nor the use of multiple regression by introducing an additional estimator in the form of the s/v ratio significantly improved the estimation results. The quality of the prediction of E2 values is not constant. It varies depending on the type of forest road pavements, the use of geosynthetic pavement reinforcements and the type of road subgrade. The study also found that the quality of E2 prediction can be improved by limiting the range of tested Evd values upwards. It is advisable to continue this type of research, as the results obtained could be the basis for developing national standards for the application of LFWD to control the bearing capacity and compaction of forest road surfaces in the future.

Study on the whole life cycle integrity of cement interface in heavy oil thermal recovery well under circulating high temperature condition

Cement seal failure is common in heavy oil thermal recovery wells, but the effects of steam stimulation on wellbore interface seal performance is unclear. The finite element model of plastic zone formation of cement sheath during high temperature circulating is established. The damage variable of the cement sheath is proposed to define the elastic-plastic transformation process of cementing interface, the interfacial debonding and micro-annulus size caused by thermal stress cycling are quantified, and the effects of key parameters such as steam injection temperature, cycle times, mechanical properties of cement sheath on the change of interface integrity are clarified. The results show that the tensile failure of cement sheath and the micro-annulus always formed on the inner wall of cement sheath, and outer wall remains intact. Excessive steam injection temperature (360 °C–420 °C) will cause an 8–45 μm micro-annual, excessive elastic modulus of cement sheath (>10 GPa) will cause a 20–62 μm micro-annular, the cement sheath with heat shrinkage property will form a 47–54 μm micro-annulus. Based on the sensitivity analysis, the matching relationship between the thermal cycle construction parameters and the performance index of cement sheath is established. The results can provide a reference for the design of cement parameters and engineering parameters under the thermal stress cycles.

Study on Secondary Brine Drainage and Sand Control Technology of Salt Cavern Gas Storage

Geological conditions of salt cavern gas storage in China are characterized by dominantly layered salt layers with a high content of insoluble mudstone. After the water leaching of the salt layer, a large amount of sediment accumulates at the bottom of the gas storage cavity. During the gas injection process, only the clean brine above the sediment can be expelled, leaving a brine layer of 2–5 m and a large amount of brine in the pore space of the sediment. To increase storage capacity, it is urgent to explore the secondary gas injection and brine drainage technology to further expel residual brine in pores of the sediment at the cavern bottom. The sediment is relatively loosely packed and is composed of mudstone particles, which easily migrate and block the brine withdrawal pipe. In this paper, firstly, the mineral composition, particle size and distribution characteristics of the sediment at the bottom of the salt cavern are fully understood by XRD and sieve analysis methods. Then, a lab simulation device suitable for secondary gas injection and brine drainage of a high-salinity salt cavern with a diameter and height of 25 cm was designed and built. A screen sand control experiment, a gravel pack artificial wall sand control experiment and chemical cementing sand were simulated. The effects of gas injection, brine drainage pressure, brine layer height and insoluble particle size on sand production and liquid drainage were studied. The influence factors of brine withdrawal on the sand control in secondary brine drainage were intensively investigated, and finally, the gravel pack artificial wall sand control technology system was recommended. The optimal construction parameters for secondary brine discharge are recommended as follows: Under the condition of gravel packing with the same particle size, the trend of sand content with different artificial wall thicknesses is not obvious, and a 2 cm wall thickness is the best in the overall experiment, corresponding to 28 cm in the field. The larger the particle size of the gravel pack, the better the sand control, and the best gravel size is 10–20 mesh. The injection pressure should be as low as possible.

Study on early seal failure of CO2-injected packer based on orthogonal experimental method

Early seal failure occurs frequently in the of CO2 injection well packer, which is mainly manifested as failure of packer rubber, which seriously affects the normal production of gas well. Aiming at the packer rubber of CO2 injection well, three factors affecting the seal failure of packer rubber were selected, namely temperature, pressure and decompression velocity and the sensitivity of each factor was analyzed by orthogonal experimental design. The results show that the mechanical properties of rubber decrease gradually with the increase of temperature, pressure, and decompression velocity. With the increase of the decompression velocity, the surface of the rubber gradually formed small bubbles, large bubbles and even bubble cracking phenomenon, rubber sealing performance parameters are significantly worse; the main cause of early packer seal failure is the gas injection well was suddenly released, and the gas that could not exude in the rubber in a short time expanded and formed bubbles or even burst under the action of the pressure difference between inside and outside. The optimal decompression velocity is obtained to keep the packer rubber seal well in the downhole corrosion environment, which provides a basis for the determination of the construction parameters of CO2 injection well.

Environmental Requirements for Passenger Terminal Development (Case Study of Zadar County)

Cruising as part of nautical tourism is an important segment of maritime passenger transportation. Nautical tourism and cruise tourism have developed over the years and are experiencing increasing demand, with the exception of the pandemic period, when cruise tourism did not experience positive trends. In normal tourism conditions, high growth requires an increase in supply, which can have negative consequences for the environment. This is especially true when the destination where cruise tourism is developing has a fragile ecosystem. At a time when environmental sustainability and responsibility are becoming increasingly important, tourism supply is implementing the parameters of sustainability in its development, and cruise tourism is no exception. However, the fact is that the development of passenger terminals inevitably changes the view of the coast. The aim of this paper is to thoroughly define the parameters whose reconstruction is necessary for the construction of a passenger terminal and for which it is necessary to analyze the impact on the environment in order to make the construction itself environmentally friendly. Systematic analysis is the most appropriate method for delineating the parameters whose reconstruction could harm the environment and have negative effects on the sustainability of the ecosystem as well as on tourism and locals in the area. The results of the analysis conducted on the example of capacity construction in the coastal region of Zadar County show that special consideration must be given to protected natural values, landscape properties, population, purpose and use of space, noise and air. It can be concluded that disregarding all the construction parameters described in the study and emphasizing the financial benefits could affect the ecosystem in the long run. Besides the analyses, the proposal for the environmental monitoring program was elaborated on in this paper.

Fracability Evaluation Method of a Fractured-Vuggy Carbonate Reservoir in the Shunbei Block.

The fracability of carbonate reservoirs is a key indicator for evaluating whether reservoirs can be effectively fractured. Taking the fractured-vuggy carbonate reservoir in the Shunbei block as an example, the microscopic characteristics and mechanical properties of this reservoir were analyzed. The test results showed that the core microstructure is relatively dense, the micropores and microfractures are developed, and the mineral composition is characterized by "high carbonate and few impurities". The compressive strength, Young's modulus, and Poisson's ratio of the rock increased with the increase in the confining pressure. Poisson's ratio is more sensitive to confining pressure than Young's modulus and shows the ductile transformation tendency from a low confining pressure to a high confining pressure. Considering the difficulty of forming a complex fracture network, we put forward a "fracture propagation factor" equation constructed with five main factors, including brittleness, fracture toughness, natural fracture, hole size, and horizontal stress difference, and then the fracture propagation factor of Yijianfang formation is calculated to be greater than 0.5. It is known that the Yijianfang formation has higher fracability. On this basis, combined with the construction parameters, a model for evaluating the fracability of a fractured-vuggy carbonate reservoir was established. The comprehensive fracability of four wells in the Shunbei block was calculated by the model. From the calculation results, the comprehensive fracability index of SHB43X was 0.5406 and greater than that of the other three wells, which has a high correlation with the production after fracturing.

QUANTITATIVE CORPUS-BASED METHODS FOR CONSTRUCTION GRAMMAR RESEARCH

With the rapid proliferation of computerized language corpora, modern linguistics is becoming more data-driven and corpus-based, and quantitative linguistic research is gaining popularity. The methodology for linguistic analysis is being improved, and statistically reliable tools are being actively employed to test scientific hypotheses and theories. Cognitive-quantitative construction grammar is a new interdisciplinary study field that results from the integration of qualitative and quantitative linguistic approaches. Drawing on research from various linguistic fields, this framework comprehensively studies general and idiosyncratic features of language constructions – ‘form-meaning’ pairings. This article provides an overview of a number of quantitative corpus-based methods that can be used in cognitive-quantitative construction grammar research to establish distinctive linguistic parameters (factors) of form and meaning of complex clause-level constructions. Clause-level constructions are distinguished by a set of linguistic parameters and factors that determine the specificity of their form (morphosyntactic, relational, referential, positional, syntactic-functional, distributive, etc.) and meaning/ function (collostructional, semantic, communicative, etc.). To determine distinctive parameters of the form of a construction, specialized quantitative corpus methods can be employed: 1) one-factor analysis of variance (ANOVA), 2) multifactor analysis of variance (MANOVA) and 3) post-hoc test by Tukey's multiple comparison method. To identify distinctive parameters of construction's semantics, the method of collostructional analysis can be utilized. By integrating corpus linguistics and quantitative studies, a new level of comprehension can be attained, which makes it possible to analyze linguistic data more accurately. Quantitative corpus-based methods should be considered an effective tool for construction grammar research, allowing linguists to move beyond intuition and gain a deeper understanding of the complexity of language phenomena.