Boeckmann et al., 2014 - Google Patents
Load and resistance factor design of drilled shafts in shale for lateral loading.Boeckmann et al., 2014
View PDF- Document ID
- 11948472425684614672
- Author
- Boeckmann A
- Myers S
- Uong M
- Loehr J
- et al.
- Publication year
External Links
Snippet
A research project involving 32 drilled shaft load tests was undertaken to establish LRFD procedures for design of drilled shafts subjected to lateral loads. Tests were performed at two Missouri Department of Transportation (MoDOT) geotechnical research sites. All shafts …
- 238000011068 load 0 title abstract description 268
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/10—Sealing or packing boreholes or wells in the borehole
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10823880B1 (en) | Subsurface exploration using load tests on short model piles at various depths of a soil deposit for determining load-settlement relationship and engineering properties of soils and intermediate geomaterials | |
KR100941967B1 (en) | Horizontal load test device and method of pile with free field | |
Voottipruex et al. | Performances of SDCM and DCM walls under deep excavation in soft clay: Field tests and 3D simulations | |
Lemnitzer et al. | Nonlinear efficiency of bored pile group under lateral loading | |
Su | Laboratory pull-out testing study on soil nails in compacted completely decomposed granite fill | |
Boeckmann et al. | Load and resistance factor design of drilled shafts in shale for lateral loading. | |
Miśkiewicz et al. | Monitoring system of the road embankment | |
Han | Lateral resistance of piles near 15 foot vertical MSE abutment walls reinforced with ribbed steel strips | |
Mahajan et al. | Three-dimensional physical modeling of response of existing metro tunnel to pile loading in delhi silt in India | |
Abd El-aziz | Performance of hollow bar micropiles under axial and lateral loads in cohesive soils | |
Boon et al. | Longitudinal and transverse interactions between stacked parallel tunnels constructed using shield tunnelling in residual soil | |
Mahajan et al. | Effects of basement excavation and raft loading on urban tunnel in sand: model testing and analysis | |
Stewart et al. | Full scale cyclic large deflection testing of foundation support systems for highway bridges. Part I: Drilled shaft foundations | |
McRostie et al. | The performance of tied-back sheet piling in clay | |
Abu-Farsakh et al. | Field testing and analyses of a batter pile group foundation under lateral loading | |
Reese et al. | Drilled shaft design and construction guidelines manual | |
Kim | Observed performance and inverse analysis of a sheet pile-supported excavation in Chicago clays | |
Khasawneh | Soil structure interaction of integral abutment bridges | |
Zellers et al. | Lateral Load Test for Large Diameter Drilled Shafts for the Kosciuszko Bridge Replacement | |
Janoyan | Interaction between soil and full scale drilled shaft under cyclic lateral load | |
Omarov et al. | Investigations of piles by bidirectional static loading test in Astana soils | |
Kevan | Full-scale testing of blast-induced liquefaction downdrag on driven piles in sand | |
Reese et al. | Developments in analysis of horizontal capacity of bored piles | |
Myers | Laterally loaded drilled shafts from full scale field tests | |
Farrag | Experimental and Numerical Studies of Shear Demands of Rock-socketed Drilled Shafts |