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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 3-4, December 2013
  4. Sand creep as a factor in land subsidence during groundwater level recovery in the southern Yangtze River delta, China
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 3-4, December 2013
Sand creep as a factor in land subsidence during groundwater level recovery in the southern Yangtze River delta, China
Multi-scale geological evaluation for quarrying activities in ophiolitic rocks: implications for asbestos-related legislation
Experimental and numerical investigation of the effect of the urban heat island on slope stability
Comprehensive procedure for earthquake site response analysis in an industrial region near Istanbul, Turkey
An experimental study on the shear strength behaviour of an interlayered shear weakness zone
Geological challenges in constructing the proposed Geba dam site, northern Ethiopia
Engineering significance of superficial structures and landslides in the Bath area, UK
Effects of particle shape and size distribution on the shear strength behavior of composite soils
Cut slopes failures on the Triassic beds in Coimbra, Portugal
Downie Slide: numerical simulation of groundwater fluctuations influencing the behaviour of a massive landslide
Revised stratigraphy of the Tertiary deposits of Istanbul and their engineering properties
A method for cognitive 3D geological voxel modelling of AEM data
Performance of pyroclastic rocks from Abakaliki Metropolis (southeastern Nigeria) in road construction projects
Analysis of rainfall infiltration effects on the stability of pyroclastic soil veneer affected by vertical drying shrinkage fractures
Rock failure modes under uniaxial compression, Brazilian, and point load tests
Dédoublement du tunnel d’Aokas (BEJAIA): geologie et caractérisation géotechnique du massif traversé. Stabilité de l’ouvrage
Effects of acid mine drainage on groundwater quality: a case study from an open-pit copper mine in eastern Turkey
Micro–macro-experimental study of two clayey materials on drying paths
Assessment of corrective measures for alleviating slope instabilities in carbonatic Flysch formations: Alicante (SE of Spain) case study
Quantification des matières en suspension et valorisation des sédiments de dragage à l’échelle d’un bassin semi-aride: Cas du barrage du K’sob (Algérie)
Method of mitigating the surface erosion of a high-gradient mudstone slope in southwest Taiwan
Definitions and engineering classifications of tropical lowland peats
Investigation of blast-induced ground vibrations in the Tülü boron open pit mine
Determination of the relationship between uniaxial and triaxial swelling equations for clay bearing rocks
Radioactive element contents of some granites used as building materials: insights into the radiological hazards
Establishing erosion susceptibility: analytical hierarchical process and traditional approaches
Geotechnical characterization of a clay–cement mix
Estimation of soil properties of shallow landslide source areas by dynamic penetration tests: first outcomes from Northern Tuscany (Italy)
A. Blais-Stevens, P. Behnia, M. Kremer, A. Page, R. Kung, G. Bonham-Carter: Comments on Landslide susceptibility mapping of the Sea to Sky transportation corridor, British Columbia, Canada: comparison of two methods, Bulletin of Engineering Geology and the Environment, 2012, 71(3):447–466. doi:10.1007/s10064-012-0421-z
Comments on geotechnical properties of Adapazari silt by E. Arel and A. Önalp in bulletin of engineering geology and the environment (2012) 71:709–720 (doi:10.1007/s10064-012-0443-6)
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 2, June 2013
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72, Issue 1, February 2013
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Sand creep as a factor in land subsidence during groundwater level recovery in the southern Yangtze River delta, China

Content Provider Springer Nature Link
Author Wang, Fei Miao, Linchang Lu, Weihua
Copyright Year 2013
Abstract A number of areas worldwide are suffering from the land subsidence, including the southern Yangtze River delta, the most developed area in China. Land subsidence is mainly induced by excessive groundwater pumping and has caused numerous problems, for example, flooding, structural cracking, and ground fissuring. Although several countermeasures have been adopted to mitigate the land subsidence problem in the southern Yangtze River delta, commonly using groundwater recharge, land subsidence is still developing even when groundwater levels are rising. The observation data of land subsidence in each stratum show that the deformation of the pumped aquifer is even greater than that in the adjacent aquitards when groundwater levels are recovering. Laboratory test results on the aquifer sand in Shanghai and Changzhou (two cities in the studied area, which have the most sufficient observation data about the land subsidence and groundwater level developing with time) proved that sand creep deformation is significant and is partially responsible for the land subsidence without groundwater level drawdown. Considering the difficulty and cost of collecting borehole samples from deep pumped aquifers to obtain the essential parameters for the existing sand creep calculation models, a simplified method was then proposed to calculate the sand creep deformation in the pumped aquifer. The relationship between the sand creep rate and the time can be recognized as linear using double logarithmic coordinates and the slope can be assumed to be one. In the proposed method, the laboratory test data are not necessary. Finally, case histories from Shanghai and Changzhou were used to verify the effectiveness of the proposed method.
Starting Page 273
Ending Page 283
Page Count 11
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 72
Issue Number 3-4
e-ISSN 14359537
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2013-06-11
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Land subsidence Sand creep Groundwater level recovering Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Geoecology/Natural Processes Nature Conservation
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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