Row Anchor Research Articles

A Fast and Accurate Lane Detection Method Based on Row Anchor and Transformer Structure.

Lane detection plays a pivotal role in the successful implementation of Advanced Driver Assistance Systems (ADASs), which are essential for detecting the road's lane markings and determining the vehicle's position, thereby influencing subsequent decision making. However, current deep learning-based lane detection methods encounter challenges. Firstly, the on-board hardware limitations necessitate an exceptionally fast prediction speed for the lane detection method. Secondly, improvements are required for effective lane detection in complex scenarios. This paper addresses these issues by enhancing the row-anchor-based lane detection method. The Transformer encoder-decoder structure is leveraged as the row classification enhances the model's capability to extract global features and detect lane lines in intricate environments. The Feature-aligned Pyramid Network (FaPN) structure serves as an auxiliary branch, complemented by a novel structural loss with expectation loss, further refining the method's accuracy. The experimental results demonstrate our method's commendable accuracy and real-time performance, achieving a rapid prediction speed of 129 FPS (the single prediction time of the model on RTX3080 is 15.72 ms) and a 96.16% accuracy on the Tusimple dataset-a 3.32% improvement compared to the baseline method.

Static behavior of piled raft foundation in clay

Abstract Wall piles supported with anchors are considered one of the most prevalent types of engineering support. This research includes studying the behavior of wall piles through a numerical parametric study using the FE-method program (PLAXIS 2D). The study includes the most influencing factors such as the angle of the inclination, the vertical spacing between the rows of anchors, and the distance of the first row of anchors from the ground surface. The effects of these factors on the stability of the wall were studied. Optimal positioning of the anchors is crucial, as it maximizes their effectiveness and contributes significantly to reducing the overall construction costs. The use of a guys queue for the economic aspect saves the cost of executing two guys queue because the effect of having two rows does not significantly change the transfer values. The optimum angle of inclination of the tensioner row is 15° in favor of safety, and as it gives good stability of the wall to the wedge wall, with an increase in this angle, the horizontal movement decreases. The first optimum dimension for a row of guys from the horizontal surface of the earth is O = 25%H. Decrease the values of horizontal movement of the wall by increasing the angle of friction.

Efficient spatial and channel net for lane marker detection based on self-attention and row anchor

Lane detection is an important component of advanced driving aided system (ADAS). It is a combined component of the planning and control algorithms. Therefore, it has high standards for the detection accuracy and speed. Recently several researchers have worked extensively on this topic. An increasing number of researchers have been interested in self-attention-based lane detection. In difficult situations such as shadows, bright lights, and nights extracting global information is effective. Regardless of channel or spatial attention, it cannot independently extract all global information until a complicated model is used. Furthermore, it affects the run-time. However trading in this contradiction is challenging. In this study, a new lane identification model that combines channel and spatial self-attention was developed. Conv1d and Conv2d were introduced to extract the global information. The model is lightweight and efficient avoiding difficult model calculations and massive matrices, In particular obstacles can be overcome under certain difficult conditions. We used the Tusimple and CULane datasets as verification standards. The accuracy of the Tusimple benchmark was the highest at 95.49%. In the CULane dataset, the proposed model achieved 75.32% in F1, which is the highest result, particularly in difficult scenarios. For the Tusimple and CULane datasets, the proposed model achieved the best performance in terms of accuracy and speed.

Arthroscopy Technique: Repair of Musculotendinous Junction Rotator Cuff Tears in the Shoulder Using a Dynamic Convergence Suture Bridge Technique

Musculotendinous junction (MTJ) rotator cuff tears in the shoulder are rare injuries in which the tendon fails medial to its tuberosity attachment. There is difficulty in striking a balance between restoring the length–tension relationship of the tendon while avoiding high suture tension at the repair site. In view of the rare incidences of these tears, there is a paucity of literature on their repair techniques. We seek to share our surgical technique in addressing type A MTJ tears—where the medial muscular tear margin is short but remains adequate for suture bridge repair, whereas the lateral tendon remains on the footprint. We used mattress sutures from the medial row of anchors, threaded through the lateral tendon stump, then passed medially to engage the medial stump, before being fixed to a lateral row in a knotless fashion. Pulling on this pair of sutures will thus bring into closer apposition of both medial and lateral tear margins in a dynamic convergence pattern. Our surgical technique is a safe and effective method of repairing type A MTJ tear that confers improved biological and biomechanical advantage via the formation of a dynamic convergence suture bridging technique in addition to a double-row repair construct.

Large Scale Model Test Study of Foundation Pit Supported by Pile Anchors

Due to the special time–space and environmental effects of the foundation pit, there are many unstable factors in the construction process of the field test. The indoor model test can avoid many uncertainties in the construction process due to its operability, which can reduce the interference with the test results and improve the accuracy of the test. In order to further discuss the force-bearing characteristics and deformation laws of loess pits’ support structure in Northwest China, a large model test of foundation pit supported by a pile anchor with a geometric similarity ratio of 1:10 was designed and completed. The force and deformation characteristics of the support structure were systematically studied by simulating the conditions of additional load at the pit edge, soil layered excavated, and anchors tensioned. The test results show that: for the pile-anchor support structure, the anchors have significant limiting effects on the displacement of the piles. Especially, when the position of the first row of anchors is closer to the pile top, the displacement of the pile is smaller. The stress state of the piles was changed by the prestressed anchor. The passive stress state of piles is changed from one side of tension and the other side of compression to the active stress state of “S” shape, which makes the distribution of the bending moment of piles more reasonable. The measured earth pressure in the process of soil unloading has a nonlinear distribution, which is different from the classical Rankine earth pressure distribution; specifically, the passive earth pressure in front of the pile is more obvious. In addition, the prestress applied to the anchors has a more significant effect on the internal forces of the other anchors. Compared with sequential tensioning, the prestress loss caused by interval hole tensioning is significantly reduced. The greater the number of spaced holes, the smaller the prestress loss and the better the anchoring effect of the anchor. The results of the study can provide reference for similar model tests, and also for related engineering applications.

Study on Design and Deformation Law of Pile-Anchor Support System in Deep Foundation Pit

In this study, a deep foundation pit project of Nanlishi Road in the Xicheng District of Beijing was taken as the engineering background. Based on the monitoring method of that project and referring to its design scheme principle, this study applied advanced monitoring technology methods such as anchor axial force and deep horizontal displacement monitoring. The mechanism of pile–soil interaction, the stress change and deformation law of the three-pile and two-anchor support systems of deep foundation pits, and the stability of deep foundation pit support in an anhydrous sandy pebble stratum, were studied in depth. Results show: The axial force of the anchor rod had great loss in the early stage of prestressed tension locking; with the deepening of foundation pit excavation, the lateral pressure of stratum increased gradually, and the prestress of the anchor increased until the end of excavation, where it tended to be stable; the maximum horizontal displacement of the pile was smaller than the design value, and the maximum horizontal displacement was not at the top of the pile; the axial force of the prestressed anchor varied with the formation pressure and surrounding load; the tension of the lower anchor had a certain influence on the axial force of the upper anchor. Except for the east side of the foundation pit, the anchors of the first layer were all stabilized at about 140 kN, and the anchors of the second layer were stabilized at about 150 kN. The third row of anchors on the north side was stable at around 170 kN. By analyzing the variation law of stress and deformation of the supporting structure of the foundation pit, the timeliness of the data during the construction process was improved, and a reference is provided for the informatization construction of related working conditions.

Procedural and short-term follow-up outcomes of Amplatzer Amulet occluder versus Watchman FLX device: A meta-analysis.

Procedural and short-term follow-up outcomes of Amplatzer Amulet occluder versus Watchman FLX device: A meta-analysis.

Reinforcement of Concrete Shoring Systems by Prestressing

Reinforced concrete piles are useful structural elements to support deep excavations. A pile wall is usually supported by one or several rows of anchors, depending on the depth of the excavation and the nature of the soil retained. The purpose of this work is to investigate the efficacy of posttensioned piles in retaining a 10.0 m deep excavation without using tieback anchors. In addition to the conventional passive steel reinforcement, the piles in this system include steel strands placed eccentrically in their sections, and they are referred to as posttensioned piles. The performance of posttensioned piles is investigated using the finite element modeling software PLAXIS 2D. The results are experimentally validated on a large‐scale construction site. The horizontal displacement of posttensioned piles in a 10 m deep excavation was found to be within allowable limits with a 7.36% difference in the horizontal displacement of pile top at the final excavation level in PLAXIS 2D. In terms of cost, PTP is executed at 35% cost less than the conventional reinforced method.

Open Latissimus Dorsi Transfer for Irreparable Subscapularis Tendon Tear

Background: In cases of irreparable subscapularis (SSC) tendon tear in young and active patients, tendon transfers stand as the only surgical option. With a posterior-inferior-medial line of action and a synergistic action with the SSC muscle, the latissimus dorsi (LD) muscle appears to be the most adequate option. Indications: Indications include symptomatic and irreparable Lafosse type-IV or type-V SSC lesions in young and active patients with preserved glenohumeral joint. Technique Description: With the patient in the supine position under general anesthesia, a deltopectoral approach is used and extended distally so that the pectoralis major (PM) and long head of the biceps (LHB) tendons can be fully exposed and mobilized. The LD tendon is then exposed, freed from its humeral insertion to be prepared in a Krackow fashion, and extensively released from surrounding fasciomuscular adhesions to be freely mobilized proximally. The lesser tuberosity is prepared with a rongeur so that the LD tendon can be secured to cancellous bone on the former SSC insertion site with two rows of anchors. The rotator interval is then closed to prevent any extension of the existing tear to the superior aspect of the rotator cuff. Finally, the LHB is fixed to conjoint tendon in physiologic tension, and the surgical wound is closed. Results: With failure and revision rates ranging from 0% to 20%, this transfer seems as safe and reliable as other transfers. Unspecific complications were observed by different teams, but no cases of nerve compressions were reported. Conversely, significantly better functional outcomes are reported when using the LD muscle then when using the PM muscle as donor. Discussion/Conclusion: With a rather straightforward surgical technique, the open LD transfer seems to provide satisfactory short- to mid-term outcomes in cases of irreparable and symptomatic SSC tendon tear. Long-term results have yet to be determined, particularly regarding the prevention of glenohumeral osteoarthritis.

Single Row Rotator Cuff Repair with Triple Loaded Suture Anchors: The SCOI Row Technique

AbstractSince the introduction of rotator cuff repair in the beginning of the 20th century, there have been significant advances in the surgical techniques and improvement in patient outcomes. However, controversy remains regarding the best method for tendon repair, including implant choice, ideal suture construct, and the potential benefits of supplemental biologic additives in order to achieve repair with the best opportunity for healing. The “SCOI Row” technique has been refined over three decades with extensive application and consistently good outcomes. Our technique uses a single row of anchors, triple loaded with a high-strength suture maximizing the number of sutures passed through the tendon to repair the rotator cuff arthroscopically. These anchors are placed 3-4 millimeters from the articular cartilage, providing strong anchorage and a low-tension repair. Debridement of devitalized tendon and only incorporating healthy tendon into the repair is imperative. The biology of the repair is enhanced with bone marrow vents created via microfracture of the greater tuberosity, forming the “Crimson Duvet” or bone marrow super-clot that will envelope the repair site. The bone marrow vents deliver marrow elements, including growth factors and mesenchymal cells that will help to regenerate the footprint of the rotator cuff. This repair construct has been evaluated biomechanically by other investigators and is favorable, as compared to dual row repairs. Our outcomes show greater than 90 % healing rate on postoperative magnetic resonance imaging and excellent patient-reported outcomes.

Construction Design of Pile Anchor Support in Deep Foundation Pit Excavation

This paper briefly introduced the deep foundation pit and deep foundation pit pile anchor support technology and then made a numerical simulation on the deep foundation pit excavation and pile anchor support structure of a high-rise building project in Xuantan community, Qianzhou street, Jishou, Hunan province, China. In addition to the original pile anchor support scheme, an optimization scheme was proposed in the case analysis. The height of the second row of anchors was adjusted from - 6 m to - 7 m, and the third row of anchor cable was adjusted from - 9 m to - 11.5 m. The simulation results showed that the error between the simulated value and measured value under different working conditions in the original scheme was within 1.22% ~ 2.21%, which had a high reference value in the engineering analysis, and the calculation model was effective. With the advancement of the working conditions, the overall horizontal displacement of the cast-in-place pile under the two schemes increased, and the original scheme had more increase, The horizontal displacement of the cast-in-place pile under the same working condition was smaller, and the position where the maximum horizontal displacement occurred moved up. The maximum settlement displacement of the surrounding surface of the foundation pit under the two schemes increased with the advancing of the working condition, the original scheme increased more. The maximum settlement displacement of the optimization scheme was smaller under the same working condition.

Seismic response of soil slope reinforced by compression anchor and frame beam based on shaking table test

Compression anchor is a good anchorage structure in the slope and landslide project. Compared with tension anchor, it is a relatively new retaining structure, and the studies on compression anchor under seismic loadings are very limited. To investigate the seismic behavior of compression anchor under earthquake and get it to work much better in an earthquake-prone area, based on the shaking table test, a soil model slope reinforced with compression anchor and frame beam was carried out. In the test, the smooth steel bar and Q235 steel plate ring were used to simulate the anchor tendon and bearing plate of the compression anchor. The testing results indicate that the anchoring slope shows an obvious amplification effect on input seismic waves in both time domain and frequency domain, and the amplification effect of the acceleration response increases along the slope height. The axial force of the compression anchor is relatively uniform along the length of the anchor. As for different anchors in the same column, at 0.05~0.2 g, the axial forces of all anchors show tiny values, and the axial force of the bottom anchor is slightly greater than that of other anchors. The axial force of the bottom anchor is about 2.1~2.8 times that of the other anchors. At 0.3~0.6 g, the axial forces of the upper two anchors and the bottom anchor increase rapidly, while the axial forces of the other two middle anchors increase a little. The axial force ratio of the five rows of anchors from the bottom to the top at 0.3 g, 0.4 g, and 0.6 g is 4.2:1:1:2.1:2.9, 4.2:1:0.9:3.1:3.4, and 3.6:1:0.8:3.2:3.8, respectively. As for different beams, at 0.05~0.2 g, the bending moments of all beams show tiny values, and the bending moment of the bottom beam is slightly greater than that of other four beams. At 0.3~0.6 g, the bending moment of the top beam plays a more and more vital role, while the bending moment of the other four beams shows little variation.

Arthroscopic Knotless-Anchor Rotator Cuff Repair.

The most common type of rotator cuff lesion is a tear of the supraspinatus tendon, with arthroscopic rotator cuff repair representing an established treatment option1-3. Several double-row techniques have been described to achieve complete coverage of the rotator cuff footprint. Among these is the bridging, double-row, transosseous-equivalent rotator cuff repair, which has become one of the most popular techniques for its maximized contact area and initial fixation strength4-9. However, medial cuff failure is a common complication following this procedure9-14. To reduce medial strangulation and overall surgical time, all-knotless anchor repair has been introduced as an alternative technique15. The arthroscopic knotless, bridging, double-row, transosseous-equivalent technique is performed with the patient in the beach-chair position via lateral operative and viewing portals. A medial row of suture anchors is placed in the usual fashion. The tendon is then perforated twice per anchor with use of a suture-passer device, after which the suture limbs are bridged over the tendon and fixed in a lateral row of anchors. Excellent functional outcomes as well as satisfaction in >90% of patients have been reported with the supraspinatus knotted double-row, bridging, transosseous-equivalent repair4,9,11,13,16-19. No significant differences have been reported for clinical results and tendon integrity on magnetic resonance imaging when comparing knot-tying and knotless double-row transosseous-equivalent rotator cuff repair; however, the rate of medial cuff failure was lower among knotless procedures1,12,16,17,20-25. The major steps of the procedure, which are demonstrated in this video article, include (1) diagnostic arthroscopy; (2) supraspinatus tear visualization and debridement; (3) decortication of the footprint on the greater tuberosity; (4) placement of the medial row of anchors loaded with nonabsorbable suture tape; (5) separate suture passage of each limb, perforating the tendon with use of a suture passer; (6) fixation of the tape in the lateral row of anchors, creating a bridging configuration; and (7) anterolateral acromioplasty with use of an arthroscopic burr. Complications are rare following this procedure. As postoperative rehabilitation is essential for tendon healing, the operative arm should be placed in an abduction brace for 6 weeks, with only passive mobilization.

Limit analysis of ground anchor forces

An anchored sheet wall is commonly used in retaining deep excavations. Anchor force is one of the critical design parameters in practice. Based on the kinematical admissible failure mechanism, a limit analysis approach to determine the anchor force is presented. The explicit formula for the anchor force is given, which makes it easy to calculate using a simple calculation program such as MS Office Excel. Anchor force is mainly influenced by seven parameters: the internal friction angle; cohesion of the soil; wall friction angle; surcharge on the ground surface; dip angle of the anchor; penetration depth of the wall; and depth from the anchor force action point on the wall to the ground surface. The relevant quantitative calculation can be performed by the proposed method. In addition, the design anchor force under a specified design safety factor and the anchor forces of multiple rows of anchors are also illustrated in this paper. To verify that the method is reasonable, the predicted and measured anchor forces are compared in two classical soil-nailed wall experiments. The result shows that the presented method is applicable.

Arthroscopic Transosseous Rotator Cuff Repair

Objectives:Health expenditures in the United States are outpacing national income, and affordability has become a major policy issue. Over 500,000 rotator cuff repairs (RCR) are performed annually in the United States making RCR a potential source of cost savings. Arthroscopic trans-osseous equivalent (TOE) repair using a double row of anchors has shown superior biomechanical strength compared to other techniques, but at a higher cost. The arthroscopic transosseous (TO) repair is a novel technique allowing arthroscopic rotator cuff repair to be performed without suture anchors. Arthroscopic TO repair may be a means to provide similarly excellent patient outcomes while lowering the cost of care. The primary purpose is to compare the price differential and time of surgery for an arthroscopic rotator cuff repair using anchorless TO repair verses an anchor trans-osseous equivalent (TOE) repair. A secondary purpose of the study was to evaluate outcomes at 6 months postoperatively.Methods:A prospective, case-controlled study evaluating arthroscopic rotator cuff repair using two techniques was performed. The study group consisting of 21 patients undergoing TO repair was compared to a control group consisting of 22 patients undergoing TOE repair. The groups were controlled for size of tear, biceps treatment, acromioplasty, distal clavicle excision, and labral pathology. The primary outcome measures were surgical time as well as total cost of implants and equipment for each surgery, determined by an independent third party, Atlanticare Hospital. Secondary outcomes were changes in the SST, VAS, and SANE scores.Results:Mean total surgical implant/equipment cost per procedure for TOE repair was $2348.03 (SD 490.30) and for TO repair was $1204.97 (SD 330.69; p<0.0001). Mean cut to close time for TOE repair was 85 minutes (95% CI is 77-90) verses 74 (95% CI = 71-98) for TO repair. A log rank test revealed no difference in time (p =0.95). A linear regression model was developed to evaluate the change in SST, VAS, and SANE scores from pre-op to 6 months follow-up. Our study was underpowered but no difference in outcome was observed.Conclusion:Arthroscopic TO rotator cuff repair is a cost savings and time neutral technique compared to TOE repair. A mean of $1100 can be saved in surgical cost per case. In a country that performs over 500,000 RCRs annually, utilizing a TO repair technique can provide substantial cost savings to the healthcare system.

Arthroscopic Single-Row Versus Double-Row Repair for Full-Thickness Posterosuperior Rotator Cuff Tears: A Critical Analysis Review.

Over the past two decades, arthroscopic rotator cuff repair has become one of the most popular orthopaedic surgical procedures because of its proven ability to diminish pain and improve function in patients with symptomatic rotator cuff tears. As a result of this increasing demand, arthroscopic techniques have evolved rapidly in an effort to improve structural integrity, biomechanical function, and, ultimately, clinical outcomes. With the increasing number of techniques available for the repair of full-thickness rotator cuff tears, debate has arisen regarding the clinical superiority of any one of these methods over the others. Specifically, this debate has centered on traditional single-row versus traditional double-row repair constructs (Fig. 1). Therefore, the purpose of this article is to present a critical review of the most relevant evidence and to provide clinical care recommendations regarding arthroscopic single-row versus double-row rotator cuff repair constructs. Fig. 1 Traditional single-row suture configuration utilizes two lateral anchors tied in a simple stitch pattern ( Fig. 1 , A ). Traditional double-row suture configuration utilizes an additional medial row of anchors with mattress stitches ( Fig. 1 , B ). The rotator cuff represents a confluence of four tendons that envelop the humeral …

Limit Analysis of Slopes Reinforced with Multi-Directional Anchors

The upper-bound method of limit analysis combined with strength reduction technique is employed to analyze the stability of an earth slope reinforced with multi-directional anchors. A homogeneous and isotropic earth slope reinforced with two rows of anchors is considered. Attempts are made to obtain the optimal angles of anchors. Parametric studies show that, for homogeneous and isotropic slopes, the optimal angle of the first row of anchors is 0°; while the optimal angle of the second row of anchors varies with anchor positions, and generally is less than 15°.

Medial grasping sutures significantly improve load to failure of the rotator cuff suture bridge repair

The suture bridge (SB) transosseous-equivalent rotator cuff repair reduces re-tear rates compared with single-row or other double-row constructs. However, failure rates continue to be high, especially in large and massive tears. The aim of this study was to assess the biomechanical performance of a new SB repair with use of a medial grasping suture compared with the traditional SB repair. Seven matched pairs of sheep infraspinatus tendons were randomly assigned to either SB or suture bridge with grasping suture (SBGS) repair. Each construct was subjected to cyclic loading and then loaded until failure under displacement control in a materials testing machine. Footprint displacement, ultimate load to failure, and mode of failure were assessed. The rotator cuff footprint displacement was less during tensile loading with the addition of the medial grasping suture. The ultimate load to failure was significantly greater for the SBGS repair group than for the SB repair group (334.0N vs 79.8N). The mode of failure was the tendon pulling off the footprint in all cases (type 1 tear). There were no failures in which the tendon tore at the medial row of anchors, leaving part of the tendon still on the footprint (type 2 tear). The addition of a medial grasping suture significantly improved the ultimate load to failure and reduced the footprint displacement of the SB rotator cuff repair in a biomechanical model.

Limit analysis of the stability of slopes reinforced with anchors

SUMMARYAn approach based on the category of upper bound theorem of limit analysis is proposed in this article to consider the reinforcing effect of one row of anchors on slope stabilization. The shear strength reduction technique is used in the determination of the safety factor of the slope. The effect of anchor reinforcement is assumed to be an external axial force applied on the slope, and in the formulas of kinematic limit analysis, the work rate done by the anchor can be calculated. So, the stability analysis can be conducted without any assumptions on the acting position and decomposition of the axial force of anchors. Results were compared with those obtained using both the limit equilibrium method and numerical method. A parametric study was carried out to illustrate the effect of anchor orientation and position on slope stabilization. Copyright © 2011 John Wiley &amp; Sons, Ltd.

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Objective: Arthroscopic rotator cuff repairs fixed with a single row of anchors have been shown to have a high re-tear rate. Many clinicians have begun to implement double row anchor fixation in an effort to increase the strength of the repair and restoration of the normal attachment to bone (“footprint”). Recent studies have shown increases in ultimate load with double row fixation; however, they have evaluated small isolated portions of the rotator cuff and not the overall complex. The objective of this study was to evaluate the biomechanical properties and footprint restoration after single and double row repairs using a cadaveric model with inclusion of the entire surrounding rotator cuff complex.