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Construction Scheme of Deep Cement Mixing Pile for Phase II (Park Road) of the Second Kakou Industrial Park in Wuhan East Lake Free Trade Zone The second checkpoint industrial park project of Wuhan East Lake Free Trade Zone is located in the west of Taishanxi Road, Wuhan East Lake High tech Economic Development Zone, and the east of the proposed High tech Sixth Road. According to the soil layer distribution conditions of the site, the 0.000 of the proposed bonded warehouse, multi-storey warehouse building A and multi-storey warehouse building B is 27.70m~29.00m, and the base elevation is 26.20m-27.50m. The foundation excavation -
Construction scheme of deep cement mixing pile For the 20th bid project of Tianjin West Section of Beijing Tianjin Expressway, in order to prevent the bridge head, channel and culvert with fill exceeding 4.5m high from generating large additional load on the original natural foundation due to the high fill, resulting in the composite settlement of the fill and natural foundation after construction and failing to meet the design requirements, through economic and technical comparison of the design scheme, it is determined that the deep cement mixing pile is used for the foundation treatment construction scheme, land -
Special construction scheme for deep cement mixing pile The project is basically in the shape of a quincunx, and the pile position of the edge pile around the road is particularly important. The edge pile is measured and set out with a theodolite, with an error of no more than 1cm. The other pile positions can be measured and positioned with a steel tape, with an error control of less than 2cm. Each pile position is driven into the top of the ground with a bamboo stick 20cm long and 1-1.5cm wide, and painted with red paint, and leveled with the surface to avoid damage or -
Detailed construction scheme of deep cement mixing pile For single pile bearing capacity test and composite foundation bearing capacity test, the test data shall be subject to the single pile bearing capacity test, and the composite foundation bearing capacity test shall be used as the check. The pile location for single pile bearing capacity test shall be arranged in a straight line with the pile spacing of 4.2m. The pile position of composite foundation bearing capacity test pile is arranged in an equilateral triangle, with a total of 7 piles, one of which uses a single pile position. -
Construction scheme for seepage prevention treatment of deep mixing pile of dam In this project, start the mixer, move it to the designated pile position, and align it. At the same time, adjust the height of the four legs so that the verticality of the derrick is within the design requirements of the pile. It is required that the alignment error should not exceed 2.0cm, and the verticality deviation of the mixing shaft should not be less than 99%. -
Detailed special construction scheme for deep cement mixing pile Soft foundation treatment of Shugang Avenue Drainage Project Lot 1 of Zhejiang Baoye Company. The geological condition of this site is soft soil, and it is widely distributed and needs to be treated. The end stake number of this section is K3+080~K7+130, and the length of the section is 4050m. The diameter of wet jet grouting pile is φ 500mm, and the cumulative length is 1121184 linear meters. -
Construction Scheme for Seepage Control of Deep Mixing Pile of a Dam in a City The excavation of the project is carried out in two steps. First, the left bank dam section is excavated. At the same time, the excavated materials are used to fill the construction road, and the rest is transported to the waste disposal area. In principle, the excavation is organized by the method of subsection and division, and step by step from top to bottom. -
Design and construction scheme for seepage prevention treatment of deep mixing pile of dam The dam crest elevation of the project is 126.60m, and the design elevation of the top of the mixing pile anti-seepage wall is 126.00m. The mixing pile construction is carried out on the existing dam crest for deep mixing pile construction, and the anti-seepage wall uses uniaxial cement mixing piles. -
Construction scheme of three-axis mixing pile Note: This is the construction scheme data of three-axis mixing pile, which can be used for reference and download. -
Special construction scheme for cement mixing pile Special construction scheme for cement mixing pile Special construction scheme for cement mixing pile Special construction scheme for cement mixing pile Special construction scheme for cement mixing pile Special construction scheme for cement mixing pile -
Cement mixing pile construction scheme (new) The cement mixing pile project is located at the designed inspection pit of 4 tracks. According to the requirements of the design institute, three rows of piles with a diameter of 600mm, a length of 20m and a spacing of 1200mm are driven within the inspection pit length of 95m. There are 239 cement mixing piles. -
Construction scheme of cement mixing pile for a project The storage site shall fully meet the construction needs and the site layout shall be reasonable. -
Special construction scheme for a cement mixing pile This contract section is within the scope of Xiliuhe Town and Shahu Town, Xiantao City, starting from Jinqiao Village, Xiliuhe Town, Xiantao City, and ending at Tanhu Village, Shahu Town. It connects with Xiaogan City boundary section of Wuhan City Circle Ring Expressway, and ends at Jingzhou section of Wuhan City Circle Ring Expressway, with the chainage of K153+000 ～ K175+938, with a total length of 22.938 km. -
Compilation of construction scheme for double shaft mixing pile The third ring road Tangxun Lake drainage channel project, a new drainage channel is built in this project to undertake the rainwater from the living area in the south of Yezhi Lake depot and the rainwater from Nanli East Road in the upstream will be discharged into the planned rainwater retention pond through the rainwater box culvert, and finally into Tangxun Lake. The project starts from Nanli East Road (Beijing Guangzhou Railway) and ends at Wenhua Avenue, with a total length of about 1295m. -
Construction method of a deep mixing pile This data is about the construction method of deep mixing pile, including the basis for preparation, project overview, main construction technical scheme, etc., with accurate design and detailed content, which can be downloaded for reference by netizens. -
A road and drainage construction scheme In a road and drainage construction scheme, the area where the project is located belongs to the subtropical monsoon climate. It is warm and humid all year round with abundant rainfall. The annual average temperature is 13.6 degrees, and the annual average rainfall is 1355MM. The rainfall is mainly plum rain type and typhoon type. -
Construction scheme of a concrete road Asphalt concrete pavement construction scheme Asphalt concrete pavement construction scheme The main line pavement surface of the contract section is designed to be 7cm thick grained asphalt concrete, 5cm medium grained asphalt concrete, and 4cm medium grained asphalt concrete. Plant mixing method of asphalt concrete mixing equipment is used for mixing, asphalt concrete paver is used for paving, and 14t double drum vibratory roller and wheel are used -
Construction scheme for water stop curtain of double shaft mixing pile The proposed xxxx project is located in the east of xx Jinquan Road and the north of Funing Street. The underground garage of the project. The east side of the foundation pit is 13.8m away from the fifth floor of residents; 8m to the west is the sidewalk of Jinquan Road; The south side is adjacent to Funing Street; 3.7m to the north is the community road. The excavation depth of foundation pit is about 7.7m. Water stop curtains are set at the north and east sides of the foundation pit. Two rows of double shaft water -
Construction scheme of cement soil mixing pile This document is the construction scheme of cement soil mixing pile. The contents of the document are detailed and the data can be used for reference. -
Construction scheme of one-way cement mixing pile for subgrade Construction scheme of one-way cement mixing pile for subgrade -
Special construction scheme for two-way cement mixing pile According to the design drawings, cement mixing pile foundation treatment measures shall be taken for general sections of the main line, structure sections, soft foundation sections of the interchange area and soft foundation sections of the connecting line in K124+450~K127+950 sections when the filling height is small and the soft soil is thin. The mixing piles shall adopt two-way cement mixing process. They shall be arranged in an equilateral triangle on the plane with spacing of 1.1m, 1.2m and 1 -
Construction scheme of two-way cement mixing pile for subgrade Construction preparation, mixing pile quality control measures, construction management and precautions, two-way cement mixing pile construction process block diagram -
Construction technology and method of deep mixing pile This data is about the construction technology and method of deep mixing pile, including the basis for preparation, project overview, main construction technical scheme, etc. The design is accurate and the content is detailed, which can be downloaded for reference by netizens. -
Construction scheme of cement mixing pile for subgrade soft soil treatment This data is the construction plan of cement mixing pile for subgrade soft soil treatment, which is detailed and can be used for reference. -
Construction scheme of cement mixing pile for soft foundation treatment According to the requirements of the design drawings, the soft foundation of this section is treated with cement mixing piles. At the bridgehead subgrade, the spacing is 1.1 meters to 1.5 meters, the pile diameter is 50 cm, and the depth is 6 meters to 8 meters. The quantities mainly include 16793m of K107+838.7XX medium bridge, 13128m of K109+409.7XX medium bridge, K1 -
Construction scheme of a mixing pile in the general distribution station The project is proposed to be located in Xiabao Industrial Zone in the south of Xiashan District, Zhanjiang City, on the north and south sides of the original Zhanjiang Dongxing Plant. The geotechnical types of the strata seen within the site are relatively different. According to the different engineering geological properties of the soil layer and the causes of the age, the survey report divides the foundation soil layer into 11 engineering geological layers at the depth revealed by the drilling. -
Construction scheme for cement mixing pile test of subgrade works Deep mixing cement soil pile is a foundation treatment process that is widely used. Most of the advantages of this process are considered in the application. However, there is a lack of sufficient understanding of its technical and economic indicators, construction technology, design methods and other problems, which leads to unreasonable or even blind applications, sometimes leading to serious quality accidents. In this paper, deep mixing cement -
Special construction scheme for cement soil mixing pile The ground elevation of the site ± 0.000 is equivalent to the elevation of the Yellow Sea 9.500. The site was originally the factory area of Zhuji Woolen Textile Factory. After demolition, the site was leveled. A large amount of construction waste was piled up locally, and a sewage pipeline passed through the site. The site environmental conditions are poor. -
Construction scheme of high-pressure rotary jet grouting cement mixing pile The Sheshan base project of Shanghai Liepert Engineering Technology Co., Ltd. includes: plant 1, plant 2, plant 3, complex building, switching station, guard room, garbage room, underground garage, non motor vehicle shed I, non motor vehicle shed II, roads, fences, ground management, gates, parking lot, etc. The project covers an area of 26227 square meters. -
TS14 nail shaped two-way cement mixing pile construction scheme The construction site of cement mixing pile is located in the marine plain area with low and flat terrain. According to the relevant provisions of the Code for Geological Investigation of Highway Engineering (JTG C20-2011), the site environment type is II. According to the water quality analysis results, the chemical type of surface water in the river network in the plain area of the Contract is Cl HCO?-(K+Na). Ca.Mg, Surface water to coagulation -
SMW three-axis construction method mixing pile internal support construction scheme Preparation basis, project overview, construction period plan, construction labor plan -
Construction scheme of double axle cement soil mixing pile Project overview, construction deployment, special scheme for earthwork and blasting, special scheme for safety construction -
Construction scheme of foundation pit enclosure of a double shaft mixing pile The foundation pit enclosure shall be designed in the form of double axle mixing piles inserted with H-shaped steel support to control deformation and reduce the impact on surrounding roads and structures. -
Construction scheme of water stop curtain for Shandong double shaft mixing pile The garage on the first underground floor of the project. The east side of the foundation pit is 13.8m away from the fifth floor of residents; 8m to the west is the sidewalk of Jinquan Road; The south side is adjacent to Funing Street; 3.7m to the north is the community road. The excavation depth of foundation pit is about 7.7m. -
SMW construction method pile and three-axis mixing pile construction scheme SMW construction method pile and three-axis mixing pile construction scheme -
Construction scheme of 500 kv substation deep mixing pile composite foundation treatment This project is a foundation treatment project for XX (XX) 500kV substation, located in XX Town, XX City, XX Province, constructed by XX Power Transmission and Distribution Engineering Company, and designed by XX Electric Power Engineering Consulting Institute Co., Ltd. The natural ground level of this project is ± 0.000m, which is equivalent to the absolute elevation m, and the design elevation of pile top is m. According to the surrounding soil layer conditions of this project, it is generally adopted -
Construction Scheme of Deep Mixing Pile Composite Foundation Treatment for Shandong Substation The project will be managed in accordance with the project law. Establish the "XX (XX) 500kV Substation Foundation Treatment Project" according to the principle of lean and efficient, with one project manager, one executive deputy manager and one chief engineer, and under the project management department, the planning and contract department, the material and equipment department, the safety and quality inspection department, the finance and labor department, the comprehensive office, as well as civilized construction and environment -
Construction Scheme of Road Concrete Retaining Wall C20 concrete retaining wall is designed as balance weight retaining wall and vertical shoulder wall. When the height of the retaining wall body is less than 3m, vertical shoulder wall is used. When the height of the retaining wall body is more than 3m, balance weight retaining wall is used. The horizontal spacing of the drain holes of the retaining wall is 2m, the longitudinal spacing is 3m, and the height of the retaining wall body is more than 3m. Drain holes are set up. Wall back backfilling in layers
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one Foundation mixing pile construction scheme -
two Special construction scheme for mixing pile -
three Deep mixing method for foundation treatment -
four Method Statement for Mixing Pile Works -
five Construction method of three-axis mixing pile -
six Deep mixing method for foundation treatment -
seven Concrete mixing pile construction scheme -
eight Construction summary of water stop mixing pile