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<p>As a kind of modern vehicle, subway has shown us the advantages of safety, speediness, low power consumption, low pollution etc. It has been the main part of the urban high-capacity public traffic system. More and more subway lines appear in order to meet ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>Ras R&rsquo;Mel Moroccan tunnel is a 2.6 km long and 60m<sup>2</sup> section single track railway tunnel. It was excavated in a complex geological context of highly heterogeneous and highly deformable soft rock. The purpose of this paper is first to describe ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>The Open and Go-down square is located at the center of the city where the constructional surroundings are very complex. It&rsquo;s a great challenge to the excavation because metro line 1 and 2 tunnels just underlie the pit forming a shape of double crossing ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>The deformation behavior of earth retaining wall and backside ground due to braced excavation were measured at the construction sites of Osaka Subway Line No. 8. It was observed that backside ground moved to excavation &amp; down side along a circular slip ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>In this paper, structural and ground behaviours of several excavations in Kaohsiung, Taiwan were described and examined. Based on behaviours observed from these excavations, it was found that the maximum lateral wall displacement (&delta;hmax) in relation ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>The observed response of diaphragm wall and the surface settlement of a deep excavation for a metro station in Shanghai soft clay are presented, compared with the similar excavations (retained by a diaphragm wall) in soft clay areas in Asia and five metro ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>Great and differential settlement occurs under the building during an adjacent metro deep foundation pit construction. Factors influencing the building settlement in different construction stages are analyzed based on the monitoring data and geology distribution ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>The first major use of hybrid ground treatment, Jet Mechanical Mixing (JMM), in Singapore, was in the construction of the new Nicoll Highway Station (NCH) for the Circle Line Project (CCLP). This system played a major role in the success of the project. ...
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&ndash;41m deep. The excavation ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London