Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests

DCF Lo Presti - Geotechnical Testing Journal, 1999 - asmedigitalcollection.asme.org
This paper concerns the stiffness assessment of undisturbed clays from triaxial tests. The
paper summarizes the research activity undertaken at the authors' universities over the last …
被引用次数：39 相关文章

[引用][C] Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from triaxial Tests", Vol. 22, No. 3, September 1999, pp. 211-225

DC LO PRESTI, O Pallara, A Cavallaro… - GEOTECHNICAL …, 1999 - arpi.unipi.it
Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays
from triaxial Tests", , Vol. 22, No. 3, September 1999, pp. 211-225 IRIS IRIS Home Sfoglia …

Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests

DCFL Presti, O Pallara, A Cavallaro… - Geotechnical Testing …, 1999 - astm.org
This paper concerns the stiffness assessment of undisturbed clays from triaxial tests. The
paper summarizes the research activity undertaken at the authors' universities over the last …

[引用][C] Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests.

DC LO PRESTI, OV Pallara, A Cavallaro… - GEOTECHNICAL …, 1999 - iris.polito.it
Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays
from triaxial tests/LO PRESTI, Diego Carlo; Pallara, Oronzo Vito; Cavallaro, A.; …

[引用][C] Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests

DCF LO PRESTI, O PALLARA… - ASTM geotechnical …, 1999 - pascal-francis.inist.fr
Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays
from triaxial tests CNRS Inist Pascal-Francis CNRS Pascal and Francis Bibliographic …

INFLUENCE OF RECONSOLIDATION TECHNIQUES AND STRAIN RATE ON THE STIFFNESS OF UNDISTURBED CLAYS FROM TRIAXIAL TESTS

DCF LO PRESTI, O PALLARA, A Cavallaro… - Geotechnical Testing …, 1999 - trid.trb.org
Sample disturbance represents one of the main limitations of laboratory testing in
comparison to in situ testing. In particular, it is difficult to assess the degree of disturbance …

[引用][C] Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests

RC Chaney, KR Demars, DCFL Presti… - Geotechnical Testing …, 1999 - cir.nii.ac.jp
Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed
Clays from Triaxial Tests | CiNii Research CiNii 国立情報学研究所 学術情報ナビゲータ[サイニィ …

[引用][C] Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests

DCF LO PRESTI, O PALLARA… - ASTM …, 1999 - American Society for Testing and …