Zobrazeno 1 - 10
of 30
pro vyhledávání: '"William D. Kovacs"'
An Introduction to Geotechnical Engineering offers a descriptive, elementary introduction to geotechnical engineering with applications to civil engineering practice. It focuses on the engineering classification, behavior and properties of soils nece
Publikováno v:
Journal of Transportation Engineering. 120:603-616
Results of a study to evaluate the seasonal variation of the resilient modulus of granular soils for flexible‐pavement design are presented. The field temperature and moisture content underneath the pavement were monitored at two sites using soil m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de44a68842eb6674b8a5e476583c52f2
https://doi.org/10.1061/(asce)0733-947x(1994)120:4(603)
https://doi.org/10.1061/(asce)0733-947x(1994)120:4(603)
Publikováno v:
Journal of the Geotechnical Engineering Division. 100:200-205
A computer program was developed to assist design engineers in their calculations for a sheet pile section under given soil conditions and a given factor of safety in which the Free Earth Support Method is used. The purpose of this study was to inves
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73a39f34cd41cec25c8ce17b8065d989
https://doi.org/10.1061/ajgeb6.0000018
https://doi.org/10.1061/ajgeb6.0000018
Autor:
William D. Kovacs
Publikováno v:
Journal of the Geotechnical Engineering Division. 105:1-10
Field measurements of the velocity just before impact of a Borros AB Standard Penetration Test (SPT) automatic trip hammer indicate that the average delivered energy is 99% of the theoretical available, free-fall energy. It is expected that other tri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb831bdc0f05913b257b9e1dc471b7e2
https://doi.org/10.1061/ajgeb6.0000748
https://doi.org/10.1061/ajgeb6.0000748
Publikováno v:
Journal of the Geotechnical Engineering Division. 107:996-1002
Computerized solution of the factor of safety for slope stability via limiting equilibrium analysis and the method of slices is extremely common. However, computerized failure surface generation and analysis has been limited to simple regular geometr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f42694b4783a047a59673a1bc8dae5b
https://doi.org/10.1061/ajgeb6.0001409
https://doi.org/10.1061/ajgeb6.0001409
Autor:
William D. Kovacs, Sunil Sharma
Publikováno v:
Bulletin of the Seismological Society of America. 72:1011-1024
The city of Memphis, which is situated very close to the inferred epicenter of one of the three major 1811 to 1812 earthquakes, is in a potentially hazardous zone which will be susceptible to the usual seismic hazards. By recognizing the high level o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04f763bbdbd94d8e30a122cf68dda985
https://doi.org/10.1785/bssa0720031011
https://doi.org/10.1785/bssa0720031011
Publikováno v:
Journal of Geotechnical Engineering. 110:359-374
Laboratory thermal probe tests performed on an AASHTO standard reference material a silty clay showed that the soil thermal behavior cor relates with the limit states of finegrained soils. Over 80 ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b83e3b33d0a01a3e70f1ecd0ab2db3d
https://doi.org/10.1061/(asce)0733-9410(1984)110:3(359)
https://doi.org/10.1061/(asce)0733-9410(1984)110:3(359)
Publikováno v:
Journal of the Geotechnical Engineering Division. 108:599-620
A field measurement system and procedure which measures the energy delivered by a drill rig system was developed and successfully used to study the factors which affect delivered energy. Results are presented which indicate that the energy delivered
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc26a3d91490568366d4259187dfc395
https://doi.org/10.1061/ajgeb6.0001278
https://doi.org/10.1061/ajgeb6.0001278
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 97:59-75
Cyclic, simple shear, and free vibration tests were performed on 12-in × 12-in × 6-in block samples of a remolded 3:1 kaolinite-bentonite clay mixture of various water contents. The simple shear tests were performed by using predetermined sinusoida
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fd5c0a0919bd001e21c00a042dcc24d
https://doi.org/10.1061/jsfeaq.0001542
https://doi.org/10.1061/jsfeaq.0001542
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 97:441-455
Surface acceleration measurements on small scale clay banks show good agreement with predicted response using the finite element method of analysis incorporating laboratory determined dynamic soil properties. The model test embankments (i.e., a soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf29f2ef55e491f82ef1f0784f81924d
https://doi.org/10.1061/jsfeaq.0001551
https://doi.org/10.1061/jsfeaq.0001551