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Laboratory model study of newly deposited dredger fills using improved multiple-vacuum preloading te
[期刊论文] 作者：Jingjin Liu,Huayang Lei,Gang Z,
来源：岩石力学与岩土工程学报：英文版 年份：2017
Problems continue to be encountered concerning the traditional vacuum preloading method in field during the treatment of newly deposited dredger fills. In this...
Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloadin
[期刊论文] 作者：Shuangxi Feng,Huayang Lei,Cheng Lin,
来源：岩石力学与岩土工程学报（英文版） 年份：2022
Vacuum preloading has been widely used to improve soft soils in coastal areas of China.An increasing amount of evidence from field operations has shown that conventional vacuum preloading is prone to clogging in prefabricated vertical drain......
[期刊论文] 作者：Huayang LEI,Yajie ZHANG,Yao HU,Yingnan LIU,
来源：结构与土木工程前沿 年份：2021
The stability of the shield tunneling face is an extremely important factor affecting the safety of tunnel construction.In this study,a transparent clay with pr...
Laboratory model study of newly deposited dredger fills using improved multiple-vacuum preloading te
[期刊论文] 作者：Jingjin Liu,Huayang Lei,Gang Zheng,Haizuo Zhou,Xuelian Zhang,,
来源：Journal of Rock Mechanics and Geotechnical Engineering 年份：2017
Problems continue to be encountered concerning the traditional vacuum preloading method in field during the treatment of newly deposited dredger fills.In this p...
Influencing factors and control measures of excavation on adjacent bridge foundation based on analyt
[期刊论文] 作者：Shuangxi FENG,Huayang LEI,Yongfeng WAN,Haiyan JIN,Jun HAN,
来源：结构与土木工程前沿 年份：2021
Many uncertain factors in the excavation process may lead to excessive lateral displacement or over-limited internal force of the piles,as well as inordinate se...
Assessing the deformation response of double-track overlapped tunnels using numerical simulation and
[期刊论文] 作者：Yao Hu,Huayang Lei,Gang Zheng,Liang Shi,Tianqi Zhang,Zhichao Shen,Rui Jia,
来源：岩石力学与岩土工程学报（英文版） 年份：2022
The unprecedented rate of metro construction has led to a highly complex network of metro lines.Tunnels are being overlapped to an ever-increasing degree.This paper investigates the deformation response of double-track overlapped tunnels in......
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