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Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils
For bored cast-in-situ piles measuring up to 31 m in length, negative skin friction force calculations are compared according to static load test and accompanying cone penetration testing (CPT) data in subsiding soils. The negative skin friction forces calculated on the basis of CPT data are shown to be the closest to those obtained in static pile tests, taking the CPT sleeve friction data into account. Therefore, it is proposed to employ a procedure using sleeve friction data when calculating negative skin friction forces in bored cast-insitu piles in subsiding soils according to CPT data.
Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils
For bored cast-in-situ piles measuring up to 31 m in length, negative skin friction force calculations are compared according to static load test and accompanying cone penetration testing (CPT) data in subsiding soils. The negative skin friction forces calculated on the basis of CPT data are shown to be the closest to those obtained in static pile tests, taking the CPT sleeve friction data into account. Therefore, it is proposed to employ a procedure using sleeve friction data when calculating negative skin friction forces in bored cast-insitu piles in subsiding soils according to CPT data.
Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils
Soil Mech Found Eng
Dzagov, A. M. (author)
Soil Mechanics and Foundation Engineering ; 58 ; 439-444
2022-01-01
6 pages
Article (Journal)
Electronic Resource
English
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