Field Test Results of Palm Oil Clinker Concrete Pile and Foamed Concrete Pile for Floating Foundation in Soft Soil

被引：6

作者：

Sulaeman, Agus ^{[1
,2
]}

Fulazzaky, Mohamad Ali ^{[3
,4
,5
]}

Haroen, Munirwansyah ^{[5
]}

Bakar, Ismail ^{[6
]}

机构：

[1] Univ Tun Hussein Onn Malaysia, Fac Engn Technol, Dept Civil Engn Technol, Batu Pahat 86400, Johor, Malaysia

[2] Sekolah Tinggi Sains & Teknol Indonesia, Jalan Surapati 157, Bandung 40122, Indonesia

[3] Minist Publ Works & Housing, Directorate Gen Water Resources, Jalan Pattimura 20, Jakarta 12110, Indonesia

[4] Muhammadiyah Univ Hamka, Islamic Sci Res Network, Jalan Limau 2, Jakarta 12130, Indonesia

[5] Syiah Kuala Univ, Fac Engn, Jalan Teuku Nyak Arief, Darussalam 23111, Banda Aceh, Indonesia

[6] Univ Tun Hussein Onn Malaysia, Fac Civil & Environm Engn, Dept Geotech & Transportat Engn, Batu Pahat 86400, Johor, Malaysia

来源：

KSCE JOURNAL OF CIVIL ENGINEERING | 2018年 / 22卷 / 07期

关键词：

dynamic load test; foamed concrete pile; floating foundation; palm oil clinker concrete pile; soft soil; static load test; LIGHTWEIGHT AGGREGATE CONCRETE; PRECAST CONCRETE; POTENTIAL USE; LOAD TESTS; STIFFNESS; BEHAVIOR; DRIVEN;

D O I：

10.1007/s12205-017-1729-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The typical properties of Lightweight Concrete Pile (LCP) are low density, low strength and high porosity. Such inherent properties made use of LCP for deep foundation are still rare. In spite of Normal Concrete Pile (NCP) has been widely used in civil engineering industry, the use of LCP such as palm oil clinker concrete pile (p-LCP) and foamed concrete pile (f-LCP) for floating foundation must be verified. The purpose of this study was to perform the static and dynamic load tests for assessing the performance of p-LCP and f-LCP and that of NCP as reference. The physical characteristics of either p-LCP or f-LCP have higher average values of compressive stress and driving resistance comparing with NCP. Features of good performance for p-LCP and f-LCP can be used for deep foundation of particular structures in soft soil and were verified to contribute to material and structural perspectives for the future of geotechnical engineering.

引用

页码：2232 / 2240

页数：9

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