[BOOK][B] Cone penetration testing in geotechnical practice
T Lunne, JJM Powell, PK Robertson - 2002 - taylorfrancis.com
Cone Penetration Testing in Geotechnical Practice Page 1 Page 2 Cone Penetration Testing in
Geotechnical Practice Page 3 Page 4 Cone Penetration Testing in Geotechnical Practice Tom …
Geotechnical Practice Page 3 Page 4 Cone Penetration Testing in Geotechnical Practice Tom …
Microbially induced cementation to control sand response to undrained shear
Current methods to improve the engineering properties of sands are diverse with respect to
methodology, treatment uniformity, cost, environmental impact, site accessibility …
methodology, treatment uniformity, cost, environmental impact, site accessibility …
The general and congruent effects of structure in natural soils and weak rocks
S Leroueil, PR Vaughan - Géotechnique, 1990 - icevirtuallibrary.com
The engineering properties of naturally occurring sedimentary and residual deposits which
are usually treated in geotechnical engineering as 'soils' are reviewed, and it is shown that …
are usually treated in geotechnical engineering as 'soils' are reviewed, and it is shown that …
A simple review of cemented non-conventional materials: soil composites
Strength and compressibility characteristics of problematic soils such as loose sands and
extra-sensitive clays need to be enhanced for the construction purposes which is due in part …
extra-sensitive clays need to be enhanced for the construction purposes which is due in part …
Stress-strain behavior of sands cemented by microbially induced calcite precipitation
Microbial induced calcite precipitation (MICP) is a novel biomediated ground improvement
method that can be used to increase the shear strength and stiffness of soil. The evolution of …
method that can be used to increase the shear strength and stiffness of soil. The evolution of …
Analysis of strength development in cement-stabilized silty clay from microstructural considerations
This paper analyzes the strength development in cement-stabilized silty clay based on
microstructural considerations. A qualitative and quantitative study on the microstructure is …
microstructural considerations. A qualitative and quantitative study on the microstructure is …
Key parameters for strength control of artificially cemented soils
Often, the use of traditional techniques in geotechnical engineering faces obstacles of
economical and environmental nature. The addition of cement becomes an attractive …
economical and environmental nature. The addition of cement becomes an attractive …
Influence of confinement and cementation level on the behavior of microbial-induced calcite precipitated sands under monotonic drained loading
K Feng, BM Montoya - Journal of Geotechnical and …, 2016 - ascelibrary.org
Microbial-induced calcite precipitation (MICP) is a novel ground improvement method to
increase strength and stiffness of sand using natural biogeochemical processes …
increase strength and stiffness of sand using natural biogeochemical processes …
Mechanical behavior of sands treated by microbially induced carbonate precipitation
The mechanical behavior of sands treated using microbially induced carbonate precipitation
(MICP) has been investigated at the macroscale and the microscale. Triaxial and confined …
(MICP) has been investigated at the macroscale and the microscale. Triaxial and confined …
Influence of fiber and cement addition on behavior of sandy soil
Triaxial compression tests were carried out to evaluate the effect of randomly distributed
fiber reinforcement and cement inclusion on the response of a sandy soil to load. Cemented …
fiber reinforcement and cement inclusion on the response of a sandy soil to load. Cemented …