Chapter
Apr 26, 2012
Determination of Rock Mass Modulus for Foundation Design
Authors: Brian D. Littlechild, Stephen J. Hill, Ian Statham, Glen D. Plumbridge, and Soon C. LeeAuthor Affiliations
Publication: Innovations and Applications in Geotechnical Site Characterization
Abstract
This paper reports on the ground investigation carried out for each test pile for a series of nine 30MN full-scale load tests of piles founded on rock. The work was carried out to provide data for the design of over 20km of the Kowloon-Canton Railway Corporation West Rail Project Phase I by foundation contractors. The ground investigation techniques used included Goodman Jack, High Pressure Dilatometer, Self-boring Pressuremeter and Geophysics as well detailed logging of the rock cores and laboratory testing for presentation in Rock Mass Rating (RMR) format. The advantages and limitations of each of the testing techniques are discussed. The paper concludes that the use of published correlations between stiffness and rock mass rating parameters such as RMR and GSI would result in a fivefold overestimate of the stiffness. It is recommended that the stiffness of the rock may be determined using conventional RMR data with the water and joint orientation ratings set to zero. A new coefficient Modified Rock Mass Rating (RM2) is proposed for deep foundations on weathered rock.
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© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Business management
- Design (by type)
- Engineering fundamentals
- Foundation design
- Foundations
- Geology
- Geomechanics
- Geotechnical engineering
- Load and resistance factor design
- Load factors
- Load tests
- Management methods
- Pile foundations
- Pile tests
- Practice and Profession
- Ratings
- Rock masses
- Rock mechanics
- Rocks
- Structural design
- Tests (by type)
Authors
Affiliations
Brian D. Littlechild
Associate Director, Ove Arup & Partners 5th Floor, 80 Tat Chee Avenue, Kowloon Tong, HK
Stephen J. Hill
Associate, Ove Arup & Partners 5th Floor, 80 Tat Chee Avenue, Kowloon Tong, HK
Ian Statham
Associate Director, Ove Arup & Partners 5th Floor, 80 Tat Chee Avenue, Kowloon Tong, HK
Glen D. Plumbridge
Engineering Manager, Kowloon Canton Railway Corp., West Rail, Citylink Plaza, Shatin, HK
Soon C. Lee
Associate Director, Ove Arup & Partners 5th Floor, 80 Tat Chee Avenue, Kowloon Tong, HK and Engineering Manager, Kowloon Canton Railway Corp., West Rail, Citylink Plaza, Shatin, HK
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