2021
DOI: 10.1007/s12665-021-10051-8
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Stabilizing a post-landslide loess slope with anti-slide piles in Yan’an, China

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Cited by 9 publications
(5 citation statements)
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“…With the development of urbanization in the Loess Plateau region, the high side slopes caused by deep excavation and high fill are frequently encountered in highways, bridges, and architectural engineering. The failure of high slopes in the deep excavation or high fill during construction is becoming more and more prominent [1][2][3]. The high slope threatens the safety of buildings/structures, constructors, and surrounding villages.…”
Section: Introductionmentioning
confidence: 99%
“…With the development of urbanization in the Loess Plateau region, the high side slopes caused by deep excavation and high fill are frequently encountered in highways, bridges, and architectural engineering. The failure of high slopes in the deep excavation or high fill during construction is becoming more and more prominent [1][2][3]. The high slope threatens the safety of buildings/structures, constructors, and surrounding villages.…”
Section: Introductionmentioning
confidence: 99%
“…The shear capacity of the soil arch reflects the strength of the soil arching effect, and the shear strength of soil mainly depends on the internal friction angle and cohesion. It is generally believed that the internal friction angle of soil affects the biting force produced by the mutual embedding and extrusion between soil particles [25,26]. The greater the biting force, the stronger the bearing capacity of the soil arch.…”
Section: Influence Of Filling Properties On Soil Arching Effect and S...mentioning
confidence: 99%
“…To verify the engineering applicability of the proposed armstretching-type anti-slide pile, the conventional single pile and the proposed pile type were applied in the same project to perform numerical analyses (Shooshpasha and Amirdehi, 2015;Han et al, 2019). A typical three-dimensional landslide anti-slide pile control model was established using ABAQUS (Muraro et al, 2014;Tang et al, 2018;Li and Du, 2021). The mechanical parameters of the landslide and the anti-slide pile are listed in Table 5.…”
Section: Model Parametersmentioning
confidence: 99%