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Calculation of Landslide Thrust behind Double-Row Long-Short Piles
Double-row piles are an effective measure for the management of large landslides, and double-row long-short piles are a new type of such piles. At present, research on the landslide thrust behind double-row long-short piles is limited. On the basis of a model of a Winkler beam on an elastic foundation, and fully considering the compatibility deformation between the load and fixed segments, a calculation method for the landslide thrust behind rigid double-row long-short piles is proposed. The theoretical calculation result is found to agree with the monitored data of the model test. Therefore, the calculation of the landslide thrust of double-row long-short piles is feasible.
Calculation of Landslide Thrust behind Double-Row Long-Short Piles
Double-row piles are an effective measure for the management of large landslides, and double-row long-short piles are a new type of such piles. At present, research on the landslide thrust behind double-row long-short piles is limited. On the basis of a model of a Winkler beam on an elastic foundation, and fully considering the compatibility deformation between the load and fixed segments, a calculation method for the landslide thrust behind rigid double-row long-short piles is proposed. The theoretical calculation result is found to agree with the monitored data of the model test. Therefore, the calculation of the landslide thrust of double-row long-short piles is feasible.
Calculation of Landslide Thrust behind Double-Row Long-Short Piles
Soil Mech Found Eng
Zheng, Maoying (author) / He, Linpei (author) / Ni, Zhou (author) / Zhao, Wenbin (author) / Shen, Yongjiang (author)
Soil Mechanics and Foundation Engineering ; 61 ; 317-324
2024-09-01
8 pages
Article (Journal)
Electronic Resource
English
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