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    Impact of progressive foundation pit failures on adjacent shield tunnels
    ZHENG Gang, HAN Sijia, SUN Jibin, CHENG Xuesong, LIU Yongchao, ZHANG Yan, REN Dongshuai, LUO Tianyi
    2025, 47(S2): 1-6. DOI: 10.11779/CJGE2025S20027
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    Field test and numerical simulation of vertical bearing characteristics of stiffened deep cement mixing pile
    LIU Yongchao, LIU Ding, YU Yilong, LIU Xiufeng, LI Bingbing
    2025, 47(S2): 7-12. DOI: 10.11779/CJGE2025S20012
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    Generative model and application framework for stability evaluation of salt cavern hydrogen storage facilities
    LEI Huayang, ZHANG Xinyu, XU Yinggang
    2025, 47(S2): 13-18. DOI: 10.11779/CJGE2025S20022
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    Influence of small diameter pipe jacking tunnel construction on surrounding environment in soft soil areas
    CHENG Xuesong, ZHANG Yuming, ZHANG Tianqi, JI Yetao, LI Demao, ZHANG Yatao, ZHANG Zhiwei
    2025, 47(S2): 19-24. DOI: 10.11779/CJGE2025S20016
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    Monitoring and analysis of newly-built subway over-passing through existing shield tunnels in soft soil areas
    LUO Minmin, CHEN Yun, SHEN Wenming, LI Geye, HUANG Jiasheng, FANG Lize
    2025, 47(S2): 25-29. DOI: 10.11779/CJGE2025S20001
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    Consolidation characteristics of ultra soft soil foundation by vacuum preloading based on digital image technology
    ZHANG Jiafeng, LI Junshi, ZHANG Qifeng, PENG Di, HE Zili, WENG Zhenqi
    2025, 47(S2): 30-35. DOI: 10.11779/CJGE2025S20006
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    Centrifugal modeling of deformation performance of U-shaped joints between cutoff walls and geocomposite membranes
    LI Congan, ZHANG Zhenzhong, LI Bo, QIU Jinwei, ZHENG Yun
    2025, 47(S2): 36-41. DOI: 10.11779/CJGE2025S20024
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    Model test study on mechanism of continuous collapse triggered by local failure of shield tunnel
    CHENG Xuesong, ZHANG Shuqi, LOU Yixun, ZHANG Tianqi, YANG Haibin, ZHANG Zhipeng, PING Jie
    2025, 47(S2): 42-48. DOI: 10.11779/CJGE2025S20039
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    Experimental study on evolution mechanism of soil-water inrush disasters in shield tunnels
    MA Qingwei, ZHANG Shuqi, ZHANG Tianqi, LOU Yixun, CHEN Zhitong, ZHOU Zhuoran, YUAN Jie, CHENG Xuesong
    2025, 47(S2): 49-55. DOI: 10.11779/CJGE2025S20040
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    Physical and mechanical properties and reinforcement mechanism of loess improved by EICP combined with lignin fiber
    YUAN Junhong, KONG Linghong, HUANG Zhan
    2025, 47(S2): 56-61. DOI: 10.11779/CJGE2025S20028
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    Influence of particle breakage on coefficient of earth pressure at rest for coral sand
    HOU Heying, CHEN Zhipeng, WANG Binghui
    2025, 47(S2): 62-67. DOI: 10.11779/CJGE2025S20029
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    Field tests and optimization analysis of double-row piles-double diagonal bracing foundation pit support system
    ZHANG Han, YANG Shifei, QIU Xiaoye, WANG Lin, LU Jiafeng
    2025, 47(S2): 68-73. DOI: 10.11779/CJGE2025S20002
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    Influence of foundation piles on narrow excavations stability in soft soil areas
    SONG Xugen, CHENG Xuesong, YI Fan, ZHEN Jie, ZHENG Gang, LEI Huayang, ZHU Mengjun, BAI Weiwei, WANG Zhiyong
    2025, 47(S2): 74-80. DOI: 10.11779/CJGE2025S20042
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    Study on hydrogeological characteristics of an alkali residue site in Tianjin port
    YE Jingxiong, SUN Huaijun, PAN Zidong
    2025, 47(S2): 81-85. DOI: 10.11779/CJGE2025S20003
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    Study on ground deformation due to small-clearance twin shield tunneling with different construction sequences
    LI Mingming, HU Yao, HUANG Shunwen, YANG Aiwu, LEI Huayang, CHENG Shuxiao
    2025, 47(S2): 86-90. DOI: 10.11779/CJGE2025S20005
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    Deformation mechanism and design method of embankment supported by composite foundation in soft soil regions
    WANG Hui, WANG Zhenyu, ZHENG Gang, WANG Haifeng, XU Zhengyi, ZHU Yujie, XIA Boyang
    2025, 47(S2): 91-96. DOI: 10.11779/CJGE2025S20009
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    Grouting lifting effect of shield tunnel differential settlement in soft-hard interbedded strata
    XIE Zhitian, LIAO Jiahui, NIU Xiaokai, PENG Geng, CUI Xiaoqing
    2025, 47(S2): 97-102. DOI: 10.11779/CJGE2025S20004
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    Theoretical analysis of uplift bearing capacity of rock-socketed pile under cylindrical failure
    ZHUANG Daokun, GUO Wei, REN Yuxiao, GUO Wenxiu, YE Qing
    2025, 47(S2): 103-108. DOI: 10.11779/CJGE2025S20013
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    Analysis of interaction between prefabricated vertical shaft and its lining structures considering impact of openings
    NIE Dongqing, CHEN Longqiang, ZHAI Zhiyang, XU Jin, HU Yufei, ZHANG Long
    2025, 47(S2): 109-114. DOI: 10.11779/CJGE2025S20007
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    Evaluation method of multi-factor coupled large deformation grading under high geo-stress conditions: taking Wangjiagou Tunnel as an example
    XIE Zhaohang, JIA Zheqiang, LUO Jiaxin, WANG Dong, Ren Li, DENG Rui, ZHANG Guangze, LU Huijun
    2025, 47(S2): 115-120. DOI: 10.11779/CJGE2025S20008
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    Theoretical analysis and simplified design method of double-anchored water-inflated rubber dam
    GAO Xin, WANG Tianliang, ZHOU Zhengguo, ZHANG Xinju, GUO Wei, SUN Liqiang
    2025, 47(S2): 121-126. DOI: 10.11779/CJGE2025S20010
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    Influence of isolation pile design parameters on displacement of adjacent existing tunnels caused by foundation pit construction
    ZHENG Yuetao, TIAN Liang, YANG Junchao, CHEN Chen, CHEN Jun, LIU Xiqi
    2025, 47(S2): 127-132. DOI: 10.11779/CJGE2025S20011
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    Structural evaluation and mechanical properties of artificial geopolymer structured soils
    LEI Huayang, AN Tao, WANG Lei, CAO Qingguo, MA Tianlu
    2025, 47(S2): 133-138. DOI: 10.11779/CJGE2025S20015
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    Field measurement and simulation on construction of ultra-deep and ultra-thick diaphragm wall in soft soil areas
    LIU Jingjin, XIE Wenjia, LI Qinghan, ZHEN Jie, WANG Chang, CHEN Yingju, ZHANG Zhongjie, CHENG Xuesong
    2025, 47(S2): 139-144. DOI: 10.11779/CJGE2025S20017
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    Simplified solution of pipeline heave induced by excavation considering lateral soil action
    REN Kai, YANG Xiaohui
    2025, 47(S2): 145-150. DOI: 10.11779/CJGE2025S20019
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    Analytical calculation of deformation of adjacent pipelines due to pre-dewatering of foundation pit considering time effects
    YANG Kaifang, GUAN Lingxiao, XU Changjie, DING Zhi, FENG Guofeng, YAO Jianan
    2025, 47(S2): 151-157. DOI: 10.11779/CJGE2025S20020
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    Progressive failure mechanisms of segmentally assembled shield tunnel linings with continuous longitudinal joints under localized damage
    SUN Jibin, CHEN Shubin, ZHANG Tianqi, CUI Tao, ZHANG Huayang, LIU Yongchao, REN Dongshuai, ZHENG Gang
    2025, 47(S2): 158-162. DOI: 10.11779/CJGE2025S20023
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    Numerical simulation study on influence of soft ground settlement on deformation of small diameter tunnel in Tianjin
    YANG Haibin
    2025, 47(S2): 163-168. DOI: 10.11779/CJGE2025S20021
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    Deformation characteristics of foundation pit of five-story ultra-deep subway station in soft soil area
    LIN Wenlong
    2025, 47(S2): 169-175. DOI: 10.11779/CJGE2025S20026
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    Analysis of impact of demolition and reconstruction of old residential buildings above existing metro tunnels on vertical ground displacement
    GE Longbo, LIU Xiaomin, HUANG Keqi, SONG Liwei, HE Xiaopei
    2025, 47(S2): 176-181. DOI: 10.11779/CJGE2025S20030
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    Surface settlement characteristics of adjacent building groups during excavation
    GUO Wei, BU Xianghe, ZHOU Guomin, SONG Dekui, XIA Boyang
    2025, 47(S2): 182-186. DOI: 10.11779/CJGE2025S20031
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    Design, research and practice of foundation pit of five-story ultra-deep station in soft soil with high water content under complex environmental conditions
    CHEN Jiahe
    2025, 47(S2): 187-192. DOI: 10.11779/CJGE2025S20034
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    Experimental study on influence of anchor failure rate on progressive failure of pile-anchor retaining systems of excavations
    MA Qingwei, ZHANG Runze, SUN Jibin, GONG Zhiqun, CHENG Xuesong, WANG Ruozhan, ZHENG Gang, SHI Lidan
    2025, 47(S2): 193-198. DOI: 10.11779/CJGE2025S20038
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    Analysis and research on vertical displacement of ground surface and station caused by shield cutting diaphragm wall of station
    LIU Jingjin, HUANG Jin, SUN Jibin, JIANG Tuo, ZHANG Ze, JIANG Kai, CHENG Xuesong
    2025, 47(S2): 199-204. DOI: 10.11779/CJGE2025S20018
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    Analysis of influence of ultra-deep foundation pit on deformation of existing subway in soft soil area
    ZHAO Yonghao, ZHEN Jie, LI Qinghan, ZHANG Zhongjie, WANG Chang, CHEN Yingju, CHEN Jiahe, CHENG Xuesong
    2025, 47(S2): 205-211. DOI: 10.11779/CJGE2025S20025
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    Fatigue behavior of static drill rooted piles under dynamic loading in Shanghai regional railway engineering
    CHEN Jiahe
    2025, 47(S2): 212-218. DOI: 10.11779/CJGE2025S20035
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    Field measurement study on soil responses induced by small-diameter shield tunneling in soft soil
    LI Demao, ZHANG Yuming, WANG Gang, WANG Lei, LU Xiaotao, ZHANG Zhiwei, CHENG Xuesong
    2025, 47(S2): 219-224. DOI: 10.11779/CJGE2025S20043
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    Bank failure mechanism of gravel soil slopes under action of reservoir water
    ZHANG Wenju, LI Anqiang, ZHU Haoyan, XIA Dongdong, JIA Zheqiang, LU Huijun, YANG Sen, WANG Yu
    2025, 47(S2): 225-230. DOI: 10.11779/CJGE2025S20037
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    Experimental study on influence of soil particle size distribution on clogging in recharge wells
    SUN Junyuan, ZHOU Shilong, LUO Jiugang, CUI Min, CHENG Xuesong, LI Qinghan
    2025, 47(S2): 231-235. DOI: 10.11779/CJGE2025S20032
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    Experimental study on mechanism and engineering characteristics of composite foundation with timber piles
    SONG Yinkai, TONG Jianxing, ZHOU Shengbin, TANG Qiufeng, SUN Xunhai, LI Zhao
    2025, 47(S2): 236-240. DOI: 10.11779/CJGE2025S20033
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    Model test study on bidirectional load-bearing behavior of double inclined rock-socketed piles unilaterally traversing karst cave
    YE Qing, GUO Wei, REN Yuxiao, ZHAUNG Daokun
    2025, 47(S2): 241-247. DOI: 10.11779/CJGE2025S20036
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    Experimental study on subway vibration response of buildings with different foundation forms
    ZHANG Xiaoyu, MI Tongnian, ZHONG Zhiwu, ZHANG Zhipeng, LUO Zhangjia, WU Shixiong, CHENG Xuesong
    2025, 47(S2): 248-253. DOI: 10.11779/CJGE2025S20041
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    Statistical analysis of key parameters for shield tunneling in water-rich soft soil areas
    ZHONG Zhiwu, REN Rongyu, PING Jie, ZHANG Zhipeng, YU Jiawei, ZHANG Tianqi, CHENG Xuesong
    2025, 47(S2): 254-259. DOI: 10.11779/CJGE2025S20014
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