Zobrazeno 1 - 10
of 67
pro vyhledávání: '"Robert D Holtz"'
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
Autor:
Robert D. Holtz
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f02998101ef32a7a7e18bc70980ebf1
https://doi.org/10.1061/9780784482117.002
https://doi.org/10.1061/9780784482117.002
Autor:
Robert D. Holtz
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 143
The paper begins with a historical review of reinforced soil technology, beginning with nature and the ancients, the development of Terre Armee or Reinforced Earth by Vidal and Lee, and end...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c89e0af20007c4dcfc872cb2a3e4ea1f
https://doi.org/10.1061/(asce)gt.1943-5606.0001674
https://doi.org/10.1061/(asce)gt.1943-5606.0001674
Autor:
Armin W. Stuedlein, Robert D. Holtz
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 140:36-45
Aggregate piers, also known as stone columns, are commonly used to improve ground for the support of structure foundations. Despite the number of existing analytical and semiempirical metho...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::873f11fc5177e0e277224d2df09bdb3a
https://doi.org/10.1061/(asce)gt.1943-5606.0000982
https://doi.org/10.1061/(asce)gt.1943-5606.0000982
Autor:
Armin W. Stuedlein, Robert D. Holtz
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:49-58
Aggregate piers, also known as stone columns, are a commonly used ground improvement technique to stiffen existing soils for the support of structure foundations. This paper presents an evaluation of existing analytical expressions for the bearing ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44a4d241209b5f78b58f095329366b7b
https://doi.org/10.1061/(asce)gt.1943-5606.0000748
https://doi.org/10.1061/(asce)gt.1943-5606.0000748
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 138:1301-1313
An extensive set of in situ and laboratory test data is presented for a footing load test site east of Houston, Texas, in desiccated Beaumont clay. The in situ test program included standard and cone penetration tests (CPTs), the latter of which was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b30535f5bdd383650fac11a48c127eb
https://doi.org/10.1061/(asce)gt.1943-5606.0000723
https://doi.org/10.1061/(asce)gt.1943-5606.0000723
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 138:1314-1325
To advance the use of reliability-based design procedures, it is necessary to evaluate the sources of the design parameter uncertainty including inherent variability, measurement error, and transformation uncertainty. The results of a probabilistic e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b321b3bdd100dc37af0097867ce81d8c
https://doi.org/10.1061/(asce)gt.1943-5606.0000706
https://doi.org/10.1061/(asce)gt.1943-5606.0000706
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 138:345-356
The grade raising associated with the Third Runway Project at Seattle-Tacoma International Airport included construction of tall mechanically stabilized earth (MSE) walls, including the near-vertical, two-tier, 26-m North MSE wall and the near-vertic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf4f490aa072c91d2540355f7d02bb8b
https://doi.org/10.1061/(asce)gt.1943-5606.0000586
https://doi.org/10.1061/(asce)gt.1943-5606.0000586
Autor:
Robert D. Holtz, Armin W. Stuedlein
Publikováno v:
Geotechnical and Geological Engineering. 31:1617-1619
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::41a7491b276107246d3119d5aa816a4f
https://doi.org/10.1007/s10706-013-9681-z
https://doi.org/10.1007/s10706-013-9681-z
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 130:1109-1120
The paper describes a new working stress design methodology introduced by the writers for geosynthetic reinforced soil walls (K-Stiffness Method) that is now extended to steel reinforced soil walls...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c547a17ecc06380f37fff6387544cff
https://doi.org/10.1061/(asce)1090-0241(2004)130:11(1109)
https://doi.org/10.1061/(asce)1090-0241(2004)130:11(1109)