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Journal of Geotechnical and Geoenvironmental Engineering

Volumn 128, Issue 3, 2002, Pages 216-226

Undrained shear strength of Pleistocene clay in Osaka Bay

(3) Watabe, Yoichi a Tsuchida, Takashi a Adachi, Kakuichiro b

a PORT AND AIRPORT RESEARCH INSTITUTE (Japan)

b SHIBAURA INSTITUTE OF TECHNOLOGY (Japan)

Author keywords

Aging; Clays; Japan; Shear strength; Triaxial tests; Undrained shear strength

Indexed keywords

ANISOTROPY; CONSOLIDATION; SAND; SHEAR STRESS;

AXIAL STRAIN;

CLAY;

CLAY; MARINE SEDIMENT; PLEISTOCENE; SHEAR STRENGTH; TRIAXIAL TEST; UNDRAINED TEST;

JAPAN;

EID: 0036496254 PISSN: 10900241 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)1090-0241(2002)128:3(216) Document Type: Article

Times cited : (51)

References (24)

1
- 0002621681
- The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials
- State of the Art on Current Practice of Soil Sampling Singapore
- (1979) Proc., Int. Symposium of Soil Sampling , pp. 13-21
- Andersen, A.A.A.¹ Kolstad, P.²

2
- 0002042027
- Shear strength of normally consolidated clays
- Moscow
- (1973) Proc., 8th ICSMFE , pp. 39-49
- Berre, T.¹ Bjerrum, L.²

3
- 0001740738
- Problems of soil mechanics and construction on soft clays and structurally unstable soils
- State of the Art Report Moscow
- (1973) Proc. 8th ICSMFE , pp. 111-159
- Bjerrum, L.¹

4
- 0027659092
- Limitations of conventional analysis of consolidation settlement
- (1993) J. Geotech. Eng. Div., Am. Soc. Civ. Eng , vol.119 , Issue.9 , pp. 1331-1359
- Duncan, J.M.¹

5
- 2042528319
- Thesis of Dr. Eng., Univ. of Tokyo
- (1982) Undrained Strength Characteristics of Alluvial Marine Clays and Their Application to Short Term Stability Problems
- Hanzawa, H.¹

6
- 2042496114
- Stability analysis and field behaviour of earth fills on an alluvial marine clay
- (1980) Soils Found , vol.20 , Issue.4 , pp. 37-51
- Hanzawa, H.¹ Matsuda, E.² Suzuki, K.³ Kishida, T.⁴

7
- 2042433499
- Engineering properties of marine clay in Osaka Bay, (Part-1) Boring and sampling
- (in Japanese)
- (1984) Technical Note of The Port and Harbour Research Institute, Ministry of Transport, Japan , vol.498 , pp. 5-45
- Horie, H.¹ Zen, K.² Ishii, I.³ Matsumoto, K.⁴

8
- 2042423762
- Engineering properties of marine clays in Osaka Bay, (Part-2) Physical properties, consolidation characteristics and permeability
- (in Japanese)
- (1984) Technical Note of The Port and Harbour Research Institute, Ministry of Transport, Japan , vol.498 , pp. 47-86
- Ishii, I.¹ Ogawa, F.² Zen, K.³

9
- 0022216380
- New developments in field and laboratory testing of soils
- A.A. Balkema
- (1985) State of the Art Report, Proc., 11th ICSMFE , pp. 57-153
- Jamiolkowski, M.¹ Ladd, C.C.² Germaine, T.T.³ Lancellota, R.⁴

10
- 2042498650
- Japanese Geotechnical Society (JGS) in Japanese
- (1989) Soil Testing Standard

11
- 0002880346
- Offshore soil investigation at the Kansai International Airport
- Port and Harbour Research Institute, Yokosuka, Japan
- (1991) Proc., Geo-Coast '91 , pp. 33-38
- Kanda, K.¹ Suzuki, S.² Yamagata, N.³

12
- 0022266938
- Design strengths for an offshore clay
- (1985) J. Geotech. Eng. Div., Am. Soc. Civ. Eng , vol.111 , Issue.3 , pp. 337-355
- Koutsoftas, D.C.¹ Ladd, C.C.²

13
- 0016079672
- New design procedure for stability of soft clays
- (1974) J. Geotech. Eng. Div., Am. Soc. Civ. Eng , vol.100 , pp. 763-786
- Ladd, C.C.¹ Foott, R.²

14
- 0001679490
- New design procedure for stability of soft clays
- (1975) J. Geotech. Eng. Div., Am. Soc. Civ. Eng , vol.101 , pp. 409-412
- Mesri, G.¹

15
- 0023305801
- o during secondary compression
- (1987) J. Geotech. Eng. Div., Am. Soc. Civ. Eng , vol.113 , pp. 230-247
- Mesri, G.¹ Castro, A.²

16
- 85007920131
- The φ=O analysis of stability and unconfined compression strength
- (1967) Soils Found , vol.7 , Issue.2 , pp. 33-45
- Nakase, A.¹

17
- 2042487854
- Settlement of Kansai International Airport island
- Japanese
- (1992) J. Geotech. Eng., Japan Soc. Civ. Eng , vol.454 , Issue.3-20 , pp. 1-9
- Nakase, A.¹

18
- 2042499482
- Determination of strength of clay by means of vane shear test
- (Japanese)
- (1994) Report of the Port and Harbour Research Institute, Ministry of Transport, Japan , vol.33 , Issue.4 , pp. 1-17
- Tanaka, H.¹ Tanaka, M.²

19
- 2042431857
- Evaluation of undrained shear strength of soft clay with consideration of sample quality
- (2000) Soils Found , vol.40 , Issue.3 , pp. 29-42
- Tsuchida, T.¹

20
- 0026224079
- 0-consolidation of undisturbed clays by means of triaxialcell
- (1991) Soils Found , vol.33 , Issue.3 , pp. 127-137
- Tsuchida, T.¹ Kikuchi, Y.²

21
- 0006297788
- Engineering properties of marine clays in Osaka Bay, (Part 3) Static characteristics of shear
- (Japanese)
- (1984) Technical Note of the Port and Harbour Research Institute, Ministry of Transport, Japan , vol.498 , pp. 87-114
- Tsuchida, T.¹ Kikuchi, Y.² Nakashima, K.³ Kobayashi, M.⁴

22
- 0002445862
- Evaluation of strength of soft clay deposits, -A review of unconfined compression strength of clay
- Japan
- (1995) Report of Port and Harbour Research Institute , vol.34 , Issue.1 , pp. 3-37
- Tsuchida, T.¹ Tanaka, H.²

23
- 0002178612
- Influence of stress release on sample quality of Pleistocene clay collected from large depth in Osaka Bay
- (2001) Soils Found , vol.41 , Issue.4 , pp. 17-24
- Watabe, Y.¹ Tsuchida, T.²

24
- 0006292054
- Comparative study on undrained shear strength of Osaka Bay Pleistocene clay determined by several kinds of Laboratory test
- (2001) Soils Found , vol.41 , Issue.5 , pp. 47-59
- Watabe, Y.¹ Tsuchida, T.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.