Study on elastic modulus and recovery coefficient of cushioning materials in pile driving

Journal of Materials in Civil Engineering

Volumn 19, Issue 4, 2007, Pages 313-320

  Zhou, Liyun ^a   Chen, Jianbin ^b   Lao, Weikang ^c  

^a WUHAN UNIVERSITY   (China)

^b INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

^c Guangzhou Institute of Building Science   (China)

Author keywords

Elasticity; Geotechnical engineering; Material tests; Mechanical properties; Pile driving

Indexed keywords

ASBESTOS; CANTILEVER BEAMS; ELASTIC MODULI; MECHANICAL PROPERTIES; NATURAL FREQUENCIES; SOFTWOODS; STRESS-STRAIN CURVES;

CUSHIONING MATERIALS; DISK SPRING; RECOVERY COEFFICIENT;

PILE DRIVING;

DYNAMIC RESPONSE; ELASTIC MODULUS; ELASTICITY; EXPERIMENTAL STUDY; GEOTECHNICAL ENGINEERING; LOADING; PILE DRIVING; STRESS-STRAIN RELATIONSHIP; TESTING METHOD;

ASBESTOS; CANTILEVERED DESIGN; CUSHIONING; DYNAMIC TESTS; ELASTIC STRENGTH; FREQUENCIES; LOADS; MECHANICAL PROPERTIES; PINUS; STRESS STRAIN PROPERTIES;

EID: 33947428682     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:4(313)     Document Type: Article

References (7)

1. Bopohkob, N. M., and Lü M. (1958). Theoretical mechanics, Heavy Industry Press, Beijing, 321-329.
2. Clough, R. W., and Penzien, J. (1975). Dynamics of structures, McGraw-Hill, New York, 151-160.
3. Fang, Z. L. (1978). "Wave theory for pile driving engineering." Offshore Oil, (4), 31-37.
4. Qian, J., and Yin, Z. (1996). Theory and calculation of geotechnical engineering, Chinese Water Resources and Hydropower Press, Beijing, 619-620.
5. Shen, H., Yu, Z., and Tang, N. (1986). "Laboratory static test of some new piling cushion materials." Chinese J. Geotech. Eng. YGXVEB1000-4548, 20(2), 13-23.
6. TongJi Univ. (1980). Theoretical mechanics, The People's Education Press, Beijing, 355-374.
7. Zhou, L., Chen, J., and Zhou, X. (2001). "On the recovery coefficient and parameter selection for a new type of disk spring pile cap." J. Test. Eval. JTEVAB0090-3973, 29(6), 582-587.