Characteristics and Research Progress of Frost Heaving and Frost Pulling of Pile-soil System

Author:

Caixia Fan1,Yunjia Li2

Affiliation:

1. Tongji University, Shanghai, China

2. Inner Mongolia University, Inner Mongolia Autonomous Region Hohhot, China

Abstract

<p>The frost uplift of pile foundation or other rod-shaped structures along with the frost heave of foundation soil, is a kind of frost damage widely existing in cold region engineering. These damages have always been the main problems of railway and highway subgrade, and they are controllable factors affecting the technical indexes of subgrade in cold regions. This paper explores the evolution law, cause, characteristics, and influence factors of frost heave and uplift of pile-soil system during the freezing process. The interaction between pile and soil and the mechanism of frost heave and uplift are revealed. With the analyses on distribution at pile-soil interface and influencing factors of freezing strength, the distribution law of freezing strength at pile-soil interface is clarified. Based on the previous experimental methods of frost heaving force and uplifting force, this paper discusses the problems and limitations using current methods.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference40 articles.

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2. Zuo Shi. Research on pulling Mechanism and Treatment method of pile Foundation for 500Kv power transmission line. Jilin: Jilin University: 2006.

3. Dai Huimin. Tian Deting. and Yong Zhisheng. Research on tangential Frost Heaving Force of Reinforced Concrete Piles in Highway Bridge. Highway. 1986; (10): 17-27.

4. Jiang Heping. Liu Zhaorui. Permafrost area the foundation and foundation design of a ±500 kV HVDC transmission line. Inner Mongolia electric power technology. 2006, 024 (004): 1-4.

5. Tangential Heave Stress for the Design of Deep Foundations Revisited

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