Measured and predicted performance of prefabricated vertical drains (PVDs) with and without vacuum preloading

บทความในวารสาร

ผู้เขียน/บรรณาธิการ

กลุ่มสาขาการวิจัยเชิงกลยุทธ์

ไม่พบข้อมูลที่เกี่ยวข้อง

รายละเอียดสำหรับงานพิมพ์

รายชื่อผู้แต่ง: Saowapakpiboon J., Bergado D.T., Youwai S., Chai J.C., Wanthong P., Voottipruex P.

ผู้เผยแพร่: Elsevier

ปีที่เผยแพร่ (ค.ศ.): 2010

วารสาร: Geotextiles and Geomembranes (0266-1144)

Volume number: 28

Issue number: 1

หน้าแรก: 1

หน้าสุดท้าย: 11

จำนวนหน้า: 11

นอก: 0266-1144

eISSN: 1879-3584

URL: https://www.scopus.com/inward/record.uri?eid=2-s2.0-76149094154&doi=10.1016%2fj.geotexmem.2009.08.002&partnerID=40&md5=5a03cf19aaf6c05b2998f637664e9e7b

ภาษา: English-Great Britain (EN-GB)

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บทคัดย่อ

This paper presents the effectiveness of vacuum preloading in accelerating the consolidation of PVD improved soft Bangkok clay by comparing with the corresponding results without vacuum preloading. Laboratory tests were conducted using a large scale consolidometer having diameter of 300 mm and height of 500 mm with reconstituted specimens installed with prefabricated vertical drains (PVD) with and without vacuum preloading. In addition, field data were collected from Second Bangkok International Airport (SBIA) site improved by PVD with and without vacuum pressures. Analyses were carried out to compare the compressibility parameters (Ch and kh/ks) by back-calculation of laboratory and field settlements using Hansbo (1979) method. From the laboratory tests, the horizontal coefficient of consolidation (Ch) values from reconstituted specimens were 1.08 and 1.87 m2/yr for PVD without and with vacuum pressure, respectively and the kh/ks values were 2.7 for PVD only and 2.5 for vacuum-PVD. After the improvement, the water contents of the soft clay were reduced, thereby, increasing its undrained shear strengths. Similarly, the field data analysis based on the back-calculated results showed that the kh/ks were 7.2 and 6.6 for PVD without and with vacuum, respectively. The Ch values increased slightly from 2.17 m2/yr for PVD only to 3.51 m2/yr for vacuum-PVD. The time to reach 90% degree of consolidation for soils with vacuum-PVD was one-third shorter than that for soils with PVD only because of higher Ch values. Thus, the addition of vacuum pressure leads to increase horizontal coefficient of consolidation which shortened the time of preloading. The PVDCON software was found to be useful to predict the settlements of the PVD improved ground with and without vacuum preloading. ฉ 2009 Elsevier Ltd. All rights reserved.

คำสำคัญ

Bangkok clay, Ground improvement, Prefabricated Vertical Drain (PVD), Vacuum Preloading