Underground Space - v. 7, n. 6 (décembre 2022)

Publié:	décembre 2022

Auteur(s)	Titre	Page(s)
Soranzo, Enrico / Guardiani, Carlotta / Wu, Wei	The application of Reinforcement Learning to NATM tunnel design	990-1002
Fang, Qian / Liu, Xiang / Zeng, Kehan / Zhang, Xuedong / Zhou, Mozhen / Du, Jianming	Centrifuge modelling of tunnelling below existing twin tunnels with different types of support	1125-1138
Ma, Ruiqiu / Wang, Mingyang / Li, Xinping / Liu, Tingting	Experimental investigation on dynamic mechanical properties of sandy clay treated with alkali-activated metakaolin cement and discrete polypropylene fibers	1036-1055
Wei, Shi / Liang, Rongzhu / Mei, Guoxiong / Hesham El Naggar, M. / Sun, Lianwei / Jia, Jinqing / Bao, Xiaohua / Wu, Xiaojian / Wu, Wenbing	Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand	1098-1114
Zhou, Long / Yan, Zhiguo / Shen, Yi / Guan, Linxing	Experimental study on effect of ductile-iron panel stiffness on mechanical properties of segmental joints of shield tunnels	1056-1067
Ding, Xiaobin / Li, Kang / Xie, Yuxuan / Liu, Shuzhuo	Face stability analysis of large shield-driven tunnel in rock-soil interface composite formations	1021-1035
Dong, Zonglei / Zhang, Xuemin / Tong, Chenxi / Chen, Xinlei / Feng, Han / Zhang, Sheng	Grouting-induced ground heave and building damage in tunnel construction: A case study of Shenzhen metro	1175-1191
Zhang, Jiao-Long / Liu, Xian / Ren, Tian-Yu / Shi, Yi-Ming / Yuan, Yong	Numerical analysis of tunnel segments strengthened by steel–concrete composites	1115-1124
Manouchehrian, Amin / Kulatilake, Pinnaduwa H. S. W.	Numerical study on rock failure around a tunnel destressed by a conceptualized notched technique	1086-1097
Li, Chenglin / Zhang, Guozhu / Zhang, Qi / Xie, Yongli / Liu, Xiaohua / Cao, Shiding / Wei, Bin	Preliminary design method for absorber pipe length of tunnel lining ground heat exchangers based on energy efficiency of heat pump	1156-1174
Shabdirova, Ainash / Hop Minh, Nguyen / Zhao, Yong	Role of plastic zone porosity and permeability in sand production in weak sandstone reservoirs	1003-1020
Kan, Jiliang / Dou, Linming / Li, Xuwei / Cao, Jinrong / Bai, Jinzheng / Chai, Yanjiang	Study on influencing factors and prediction of peak particle velocity induced by roof pre-split blasting in underground	1068-1085
Lai, Fengwen / Chen, Fuquan / Liu, Songyu / Keawsawasvong, Suraparb / Shiau, Jim	Undrained stability of pit-in-pit braced excavations under hydraulic uplift	1139-1155
Phoon, Kok-Kwang / Ching, Jianye / Cao, Zijun	Unpacking data-centric geotechnics	967-989

Auteur(s)

Titre

Page(s)

Soranzo, Enrico / Guardiani, Carlotta / Wu, Wei

The application of Reinforcement Learning to NATM tunnel design

990-1002

Fang, Qian / Liu, Xiang / Zeng, Kehan / Zhang, Xuedong / Zhou, Mozhen / Du, Jianming

Centrifuge modelling of tunnelling below existing twin tunnels with different types of support

1125-1138

Ma, Ruiqiu / Wang, Mingyang / Li, Xinping / Liu, Tingting

Experimental investigation on dynamic mechanical properties of sandy clay treated with alkali-activated metakaolin cement and discrete polypropylene fibers

1036-1055

Wei, Shi / Liang, Rongzhu / Mei, Guoxiong / Hesham El Naggar, M. / Sun, Lianwei / Jia, Jinqing / Bao, Xiaohua / Wu, Xiaojian / Wu, Wenbing

Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand

1098-1114

Zhou, Long / Yan, Zhiguo / Shen, Yi / Guan, Linxing

Experimental study on effect of ductile-iron panel stiffness on mechanical properties of segmental joints of shield tunnels

1056-1067

Ding, Xiaobin / Li, Kang / Xie, Yuxuan / Liu, Shuzhuo

Face stability analysis of large shield-driven tunnel in rock-soil interface composite formations

1021-1035

Dong, Zonglei / Zhang, Xuemin / Tong, Chenxi / Chen, Xinlei / Feng, Han / Zhang, Sheng

Grouting-induced ground heave and building damage in tunnel construction: A case study of Shenzhen metro

1175-1191

Zhang, Jiao-Long / Liu, Xian / Ren, Tian-Yu / Shi, Yi-Ming / Yuan, Yong

Numerical analysis of tunnel segments strengthened by steel–concrete composites

1115-1124

Manouchehrian, Amin / Kulatilake, Pinnaduwa H. S. W.

Numerical study on rock failure around a tunnel destressed by a conceptualized notched technique

1086-1097

Li, Chenglin / Zhang, Guozhu / Zhang, Qi / Xie, Yongli / Liu, Xiaohua / Cao, Shiding / Wei, Bin

Preliminary design method for absorber pipe length of tunnel lining ground heat exchangers based on energy efficiency of heat pump

1156-1174

Shabdirova, Ainash / Hop Minh, Nguyen / Zhao, Yong

Role of plastic zone porosity and permeability in sand production in weak sandstone reservoirs

1003-1020

Kan, Jiliang / Dou, Linming / Li, Xuwei / Cao, Jinrong / Bai, Jinzheng / Chai, Yanjiang

Study on influencing factors and prediction of peak particle velocity induced by roof pre-split blasting in underground

1068-1085

Lai, Fengwen / Chen, Fuquan / Liu, Songyu / Keawsawasvong, Suraparb / Shiau, Jim

Undrained stability of pit-in-pit braced excavations under hydraulic uplift

1139-1155

Phoon, Kok-Kwang / Ching, Jianye / Cao, Zijun

Unpacking data-centric geotechnics

967-989

Publicité

Underground Space - v. 7, n. 6 (décembre 2022)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Underground Space - v. 7, n. 6 (décembre 2022)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.