Somewhere in Northern Shaanxi Tourism Scenic Spot Design Scheme Comparison

Abstract

in view of the northern shaanxi somewhere scenic spots surrounding environment situation, through comparing two kinds of design of slope protection, which focuses on a more affordable slope protection project, planning decision-making for similar areas to provide the related technical indicators, provide reasonable prevention measures reference. Project summary Qiankun bay, according to the Yellow River scenic area overall planning and the meander of the Yellow River master plan of national geological park, an oil company in the Yellow River bay tourism development, realize the regional tourism foreign reception capacity, local folk culture, with the Yellow River Qin Jin grand canyon bare rock as the carrier, enrich tourism products, promote the development of tourism products, according to the planning in the orderly development, constantly improve the infrastructure of the scenic spot, gradually expand the content of sightseeing, to extend the time of tourists stranded, the scenic spot in the four seasons long green, three quarters of flowering, facilities, set sightseeing, leisure vacation, folk custom, flavor food as one of the largest tourism, leading role to achieve tourism development areas, increasing the income of the local national economy, solve part of the local people of employment, to improve their living standards, expand qiankun bay in shaanxi province the country's popularity, attract more people to the tourism, promote the development of county economy, the construction of a harmonious society(1~6). T he scenic spot design plan: Some slope protection scheme design unit: slope protection design concept to assume things around the scenic area of the Yellow River on the left bank slope for the sliding body, with anti-slide pile, anchor wire soil measures to prevent the slope sliding plate structure, the pile length of 25.0 m, embedded into the bedrock of 9.0 m, the soil section plus 2 Vom15 anchor cable, 35.0 m in length, along the eight-lane cliff elevation of 10.0 m, graphic (1) are arranged on axis 1.0 x 1.5 ten anti-slide pile, (2) set up 14 1 x axis 7.05 m, 0.9 m anti-slide pile, the minimum + / - 0.00 in the arrangement of the micromorphological 52 200 mm diameter pile, the length of 16.0 m, pile top have long penetration beam, slope 400 thick concrete site casting, all for the C30 concrete