NDLI: Model test study of land subsidence caused by high-rise building group in Shanghai

Content Provider	Springer Nature Link
Author	Tang, Yi Qun Cui, Zhen Dong Wang, Jian Xiu Lu, Chen Yan, Xue Xin
Copyright Year	2008
Abstract	The paper discusses the influence of a group of high-rise buildings on land subsidence, based on a modeling exercise. The model consisted of five layers of soils typical of the Shanghai area, with the buildings placed on piles set in the upper silty sand horizon. It was loaded to represent the construction sequence of the four buildings. The main settlement was observed to be in the underlying clayey layer. The model demonstrated the increase in pore water pressure with staged loading, its effect on deformation and the increase in effective stress over time. It indicated the largest amount of settlement over time occurs between the buildings.L’article discute de l’influence d’un groupe de quatre bâtiments de grande hauteur sur le tassement des sols, sur la base d’une modélisation. Le modèle comportait cinq couches de sols typiques de la région de Shanghai, les bâtiments étant fondés sur pieux sur la couche silto-sableuse supérieure. Un chargement mécanique a représenté la séquence de construction des bâtiments. Le tassement principal s’est réalisé dans la couche argileuse sous-jacente. Le modèle a montré l’augmentation de la pression interstitielle, fonction du niveau de chargement mécanique, l’augmentation des contraintes effectives avec le temps et la déformation des terrains. Le modèle a montré que, dans le cas étudié, l’amplitude maximum de tassement se réalisait entre les bâtiments.
Starting Page	173
Ending Page	179
Page Count	7
File Format	PDF
ISSN	14359529
Journal	Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number	67
Issue Number	2
e-ISSN	14359537
Language	English
Publisher	Springer-Verlag
Publisher Date	2008-01-30
Publisher Place	Berlin, Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Groupe de bâtiments de grande hauteur Tassement des sols Modélisation Contraintes induites Shanghai Nature Conservation Geoecology/Natural Processes Structural Foundations, Hydraulic Engineering Applied Geosciences
Content Type	Text
Resource Type	Article
Subject	Geology Geotechnical Engineering and Engineering Geology

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings

The influence of time on subsidence in the Central Asturian Coalfield

A risk analysis of abstraction-related subsidence based on roughness analysis

Subsidence in the Pontina Plain, Italy

Design of large cuttings in jointed rock

Propriétés géotechniques de sols alluviaux (Sud de Sivas, Turquie)

Influence of domestic sewage leakage on the collapse of tropical soils

The applicability of neural networks in the determination of soil profiles

Geotechnical characterisation of alluvial soils used to contain industrial liquid wastes

Model test study of land subsidence caused by high-rise building group in Shanghai

Similar Documents

Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings

The influence of time on subsidence in the Central Asturian Coalfield

A risk analysis of abstraction-related subsidence based on roughness analysis

Subsidence in the Pontina Plain, Italy

Design of large cuttings in jointed rock

Propriétés géotechniques de sols alluviaux (Sud de Sivas, Turquie)

Influence of domestic sewage leakage on the collapse of tropical soils

The applicability of neural networks in the determination of soil profiles

Geotechnical characterisation of alluvial soils used to contain industrial liquid wastes

Model test study of land subsidence caused by high-rise building group in Shanghai