A unified state parameter for modeling undrained shear behaviors of cementitous material admixed clay

Conference proceedings article

ผู้เขียน/บรรณาธิการ

กลุ่มสาขาการวิจัยเชิงกลยุทธ์

ไม่พบข้อมูลที่เกี่ยวข้อง

รายละเอียดสำหรับงานพิมพ์

รายชื่อผู้แต่ง: Jongpradist P., Youwai S., Kongkitkul W.

ผู้เผยแพร่: Hindawi

ปีที่เผยแพร่ (ค.ศ.): 2009

Volume number: 1

หน้าแรก: 257

หน้าสุดท้าย: 260

จำนวนหน้า: 4

ISBN: 9781607500315

นอก: 0146-9428

eISSN: 1745-4557

URL: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84865155146&doi=10.3233%2f978-1-60750-031-5-257&partnerID=40&md5=77d4aa2e82d6451fdf4b13a8a92bf6b2

ภาษา: English-Great Britain (EN-GB)

ดูบนเว็บไซต์ของสำนักพิมพ์

บทคัดย่อ

Portland cement and pozzolanic materials are recently widely used for subsoil improvement, either by cement stabilization or cement columns. However, the requirement of rational engineering approach for the improvement by these materials has revealed several deficiencies in the current design procedures, since there is no single parameter that can represent the overall mechanical behaviors of such mixed materials. This paper presents a physical parameter, termed the 'state parameter', which could appropriately represent the dependency of the undrained shear behaviors of cementitious-material admixed clay on different mixing components and shear stress level. Experimental data from unconfined compression and undrained triaxial compression tests on cementitious-material admixed clay at confining pressures ranging from 50 to 200 kPa are presented and the significant engineering parameters of undrained shear behaviors could be captured to be dependent on the proposed state parameter. ฉ 2009 IOS Press.

คำสำคัญ

Cementious-material admixed clay, state parameter, Undrained shear behavior