Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving-Reference-Cited by-同舟云学术

Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Karlsrud Kjell¹,Ofstad Christian Strømme²,Sparrevik Per³,Ellingbø Ola⁴,Brattensborg Gry⁵

Affiliation:

1. Technical Expert, Onshore Foundation division, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, Oslo 0806, Norway.

2. Project Engineer, Onshore Foundation division, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, Oslo 0806, Norway (corresponding author).

3. Technical Expert, Instrumentation division, Norwegian Geotechnical Institute, P.O. Box 3930 Ullevål Stadion, Oslo 0806, Norway.

4. Expert Advisor, Geotechnical division, Norconsult AS, P.O. Box 626, Sandvika 1303, Norway.

5. Senior Engineer, Geotechnical division, Norconsult AS, P.O. Box 626, Sandvika 1303, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002936

Reference29 articles.

1. Axelsson G. 2000. “Long-term set-up of driven piles in sand.” Ph.D. thesis Institutionen för anläggning och miljö KungligaTekniskaHögskolan Stockholm.

2. Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples

3. Bjerrum L. 1973. “Problems of soil mechanics and construction on soft clays state of the art report session 4.” In Proc. 8th ICSMFE 109–159. Rotterdam Netherlands: A.A. Balkema Publishers.

4. Side Shear Setup. I: Test Piles Driven in Florida

5. Field experiments at three sites to investigate the effects of age on steel piles driven in sand