Sample recovery ratios and sampler penetration resistance in tube sampling for Niigata sand

Soils and Foundations

Volumn 42, Issue 5, 2002, Pages 111-120

  Shogaki, Takaharu ^a   Nakano, Yoshihito ^b   Shibata, Azuma ^b  

^a NATIONAL DEFENSE ACADEMY   (Japan)

^b KOWA COMPANY LTD   (Japan)

Author keywords

CPT; Mud density; Penetration pressure; Sample recovery ratio; Sand; Small diameter sampler; SPT; Un disturbed tube sampling (IGC: C5 C6)

Indexed keywords

DRILLING; HYDRAULICS; PISTONS; PORE PRESSURE; PRESSURE EFFECTS; SAMPLING;

CPT; MUD DENSITY; PENETRATION PRESSURE; SAMPLE RECOVERY RATIO; SMALL DIAMETER SAMPLER; SPT; UN-DISTURBED TUBE SAMPLING;

SAND;

EID: 24744446612     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.42.5_111     Document Type: Article

References (5)

1. Japanese Geotechnical Society (1989): A report on the sampling and evaluating sample quality methods for sand deposits, the soil sampling-committee of the Japanese Society for Soil Mechanics and Geotech. Engrg. (in Japanese).
2. Japanese Geotechnical Society (1990): Method for electric cone penetration test (JGS 1435-1995), Soil Testing Methods and Their Explanation, 233-241 (in Japanese).
3. Nakano, Y., Shibata, A. and Shogaki, T. (2002): Dynamic strength and deformation properties of undisturbed Niigata sand using the small diameter sampler with a two-chambered hydraulic piston, 37th JGS Annual Conf., Osaka, 141-142 (in Japanese).
4. Shogaki, T. (1997): A small diameter sampler with a two-chambered hydraulic piston and the quality of its samples, Proc. of the 14th ICSMFE, Hamburg, 201-204.
5. Shogaki, T. and Tokuda, J. (2001): Applicability of a small diameter sampler with a two-chambered hydraulic piston for Japanese clay deposits, Tsuchi-to-Kiso, 49 (4), 12-15 (in Japanese).