Zobrazeno 1 - 10
of 11
pro vyhledávání: '"MT Tumay"'
Publikováno v:
Geotechnical Testing Journal. 28:12541
It is expected that the measurements of tip resistance and sleeve friction will be somewhat different between vertical cone penetration tests (CPTv) and inclined cone penetration tests (ICPT). In order to investigate this effect, a field testing prog
Publikováno v:
Geotechnical Testing Journal. 28:12539
This technical note proposes a new concept of absorbed energy that is related to the soil structural formation for unsaturated cohesive soils. Results from limited preliminary laboratory tests indicate that such energy correlates reasonably well with
Publikováno v:
Geotechnical Testing Journal. 23:432
An electric continuous intrusion miniature cone penetration test system was recently developed for roadway design and construction control of embankments. The system continuously advances a 2 cm2 electric miniature cone penetrometer by uncoiling a st
Publikováno v:
Geotechnical Testing Journal. 19:203
This paper presents a semi-empirical approach to simplify existing CPT and PCPT soil classification charts. This approach is based on two tendencies in current charts, namely soil type and in situ soil state. These charts may be simplified into one-d
Publikováno v:
Geotechnical Testing Journal. 18:121
A new method, computerized granulometric analysis in suspension (C-GRAINS), is suggested for the sedimentation analysis of soil particles based on the relation between the specific weight and liquid pressure of a soil suspension. Theoretical aspects
Publikováno v:
Geotechnical Testing Journal. 16:339
This paper describes the design of an automated slurry consolidometer and calibration chamber system used to prepare largesize cohesive soil specimens for testing in-situ devices, model foundations, and ground anchors. A two-stage technique for the p
Publikováno v:
Geotechnical Testing Journal. 8:125
Cone penetrometers have been increasingly used in geotechnical investigations during the past several decades. The cone penetration test is recognized as a reliable, simple, fast, and economical in-situ testing technique. Implementation of pore-press
Publikováno v:
Geotechnical Testing Journal. 2:44
An experimental model study to compare the efficiency of metal and nonwoven fiber fabric reinforcement in mobilizing “sand-tie interaction” was developed. Model retaining walls were constructed in a sample box, sand was pluvially deposited at pre