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Publications tagged with [soft soil]
Total Items found:
<p>This paper presents the development of a shallow foundation system consisting of mat foundations for support of all structures including heavily loaded, settlement sensitive structures at a recently completed Polysilicon Plant in China. The site grading ...
Filed under:
Soil Mechanics -
Shallow Foundation
Reference:
Seventh International Conference on Case Histories in Geotechnical Engineering, Chicago
Wright K. C.
,
Johnston D. M.
et al.
A future earthquake in the city of Wellington will cause widespread building and infrastructure damage, particularly on soft soils. It is also anticipated that all major transport routes (air, sea, rail and road) out of the region and many within the region ...
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
NZSEE Annual Technical Conference & AGM, 13-15 April 2012, Christchurch
Been K.
,
Quiñonez A.
et al.
<p>Many empirical and theoretical CPT interpretation methods are broadly accepted and used in practice. These approaches tend to consider whether the cone penetration is drained or undrained, and then will consider the soil as either “sand” or ...
Filed under:
Soil Mechanics -
Soil Investigation
Reference:
2nd International Symposium on Cone Penetration Testing, Huntington Beach, California, 2010
Quick H.
,
Michael J.
et al.
<p>Different challenging tunnel projects in the downtown area of the city of Mainz in Germany are presented. These tunnels run parallel in a distance of 4 m to max. 50 m. The tunnels were built in soft soil conditions consisting of filling, clay and marl layers ...
Filed under:
Tunnel Engineering -
Mechanized Tunneling
Reference:
Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), 2009 Taylor & Francis Group, London
Zhao H. L.
,
Liu X.
et al.
<p>This paper introduces the method for analyzing settlement data of tunnel in soft soil. The method is applied to the settlement monitoring analysis of some tunnels across the river. In the case study, the longterm monitoring data for shield tunnel settlement ...
Filed under:
Tunnel Engineering -
Soft Ground Tunneling
Reference:
Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>Taking a 24.09-m-deep foundation pit of Shanghai Metro Line 1 which uses the semi-reverse construction process of “three open excavating-one tunneling” as an example, through gathering and analyzing field monitoring data and making use of forward ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>This paper describes the construction of a 40m multi-propped deep excavation in the downtown area of Shanghai, China and the interpretation of the monitoring data. The entire excavation was 263m in length, 23m wide and 38–41m deep. The excavation ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
Ma J. Q.
,
Berggren B. S.
et al.
<p>The deformation of retained soil is of importance for the design of a deep excavation in soft soil. The influence of bedrock underlying the soils on the behavior of the retaining wall needs proper evaluation. This contribution shows a case study on deep ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
"The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) India, 2008"
<p>When designing structures that will impose a significant load over a large area, such as buildings, tanks, walls, slopes or embankments, geotechnical engineers must address the following situations, especially when dealing with weak foundation soils: bearing ...
Filed under:
Soil Mechanics -
Shallow Foundation
Reference:
The 10th IAEG International Congress, Nottingham, United Kingdom, 6-10 September 2006, paper number 240
Picarelli L.
,
Urciuoli G.
et al.
Description of soil - soft rock behavior and soil weakening that can explain natural slope failures.
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
Natural Hazards and Earth System Science, Vol 6