Sampling of soft soils in japan

Marine Georesources and Geotechnology

Volumn 14, Issue 3, 1996, Pages 283-295

  Tanaka, Hiroyuki ^a   Oka, Fusao ^b   Yashima, Atushi ^b  

^a Ministry of Land Infrastructure and Transport   (Japan)

^b GIFU UNIVERSITY   (Japan)

Author keywords

Cohesive soil; Sample disturbance; Sampling; Site investigation

Indexed keywords

BREAKWATERS; COMPRESSIBILITY OF SOLIDS; QUAY WALLS; SAMPLING; SHEAR STRENGTH; SOIL SURVEYS; SOIL TESTING;

CORE TUBE METHOD; DRILLING PIPE METHOD; LAVAL TYPE SAMPLER; MARINE AUTO SAMPLER; MARINE SOFT CLAY; SOFT COHESIVE SOILS; WIRE LINE TYPE SAMPLER;

UNDERWATER SOILS;

CLAY; COHESIVE SOIL; CORE TUBE METHOD; DRILLING PIPE METHOD; MARINE CLAY; MARINE SEDIMENT; SAMPLING; SOFT CLAY;

JAPAN;

EID: 0030185142     PISSN: 1064119X     EISSN: 15210618     Source Type: Journal    
DOI: 10.1080/10641199609388317     Document Type: Article

References (6)

1. Fujishita, T., K. Matsumoto, and Y. Horie. 1966. Study of boring and sampling saturated clays (1st report). Rep. Port and Harbour Res. Inst. 5(4):l-34 (in Japanese).
2. Kanda, K., S. Suzuki, and N. Yamagata. 1991. Offshore soil investigation at the Kansai International Airport. Proc. Geo-Coast 91, 1:33-38.
3. La Rochelle, P., et al. 1981. Causes of sampling disturbance and design of a new sampler for cohesive soils, Can. Geotech. J., 18(1):52-66.
4. Oka, F., A. Ymashima, T. Hashimato, J. Nagaya, M. Amemiya, H. Ohyama, S. Furukawa, and Y. Ando. 1992. Application of Laval type large diameter sampler to soft clay. Proc. Symp. on Soil Sampling, Japanese Society for Soil Mechanics and Foundation Engineering, pp. 35-38 (in Japanese).
5. Okumura, T., and K. Matsumoto. 1981. Marine auto sampler and sample quality. Proc. 10th ICSMFE, pp. 537-540.
6. Sub-Committee on Soil Sampling, International Society for Soil Mechanics and Foundation Engineering. 1981. International Manual for the Sampling of Soft Cohesive Soils. Tokai University Press.