NEHRP Clearinghouse
displaying 1 - 10 results in total 16
Seed, H. B.; Booker, J. R.
Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drain Systems.
National Science Foundation, Washington, D.C., April 1976, 65 p.
Identifying Number(s): EERC-76-10
Keywords: Soils; Soil stabilization; Earthquake engineering; Pore pressure; Soil pressure; Liquefaction (Soils); LARF computer program; Computer programs; Foundations; Underground drains; EarthquakesBooker, J. R.; Rahman, M. S.; Seed, H. B.
GADFLEA - A Computer Program for the Analysis of Pore Pressure Generation and Dissipation During Cyclic or Earthquake Loading.
National Science Foundation, Washington, D.C., October 1976, 64 p.
Identifying Number(s): EERC-76-24
Keywords: Dissipation; Computer programs; GADFLEA computer program; Finite element analysis; Earthquake engineering; Pore pressure; Liquefaction; Soil dynamics; Liquefaction (Soils); Cyclic loads; EarthquakesDaly, W.; Judd, W.; Meade, R.
Evaluation of Seismicity at U.S. Reservoirs.
National Science Foundation, Washington, D.C. Research Applied to National Needs., May 1977, 31 p.
Keywords: Reservoir engineering; Earth movements; Reservoirs; Earthquake engineering; Ground motion; Site surveys; Pore pressure; Dams; Earthquakes; Geological faultsSherif, M. A.; Tsuchiya, C.; Ishibashi, I.
Pore Pressure Rise of Saturated Sands During Cyclic Loading.
National Science Foundation, Washington, D.C. Research Applied to National Needs., February 1977, 163 p.
Identifying Number(s): SOIL ENGINEERING RESEARCH-17
Keywords: Dynamic loads; Ottawa sand; Earth movements; Ground motion; Earthquake engineering; Pore pressure; Liquefaction; Saturated soils; Liquefaction (Soils); Stress analysis; Sands; Soil mechanics; EarthquakesMartin, P. P.; Seed, H. B.
APOLLO - A Computer Program for the Analysis of Pore Pressure Generation and Dissipation in Horizontal Sand Layers During Cyclic or Earthquake Loading.
National Science Foundation, Washington, DC., October 1978, 68 p.
Identifying Number(s): UCB/EERC-78/21
Keywords: Water table; Mathematical models; APOLLO computer program; Earthquake engineering; Computer programming; Pore pressure; Soil dynamics; Liquefaction (Soils); Cyclic loads; Stress analysis; EarthquakesMartin, P. P.; Seed, H. B.
MASH - A Computer Program for the Non-Linear Analysis of Vertically Propagating Shear Waves in Horizontally Layered Deposits.
National Science Foundation, Washington, DC., October 1978, 96 p.
Identifying Number(s): UCB/EERC-78/23
Keywords: MASH computer program; User needs; Mathematical models; Operators (Mathematics); Dynamic response; Earthquake engineering; Computer programming; Pore pressure; Soil dynamics; Nonlinear systems; EarthquakesLiou, C. P.
A Numerical Model for Liquefaction in Sand Deposits.
National Science Foundation, Washington, DC. Engineering and Applied Science., April 1976, 221 p.
Identifying Number(s): UMEE-76R3
Keywords: Stress strain diagrams; Seismic waves; Shear stresses; Earth movements; Earthquake engineering; Secondary waves; Pore pressure; Liquefaction; Soil dynamics; Liquefaction (Soils); Sands; EarthquakesClough, G. W.; Chameau, J. L.
Probabilistic and Hazard Analysis for Pore Pressure Increase in Soils Due to Seismic Loading.
National Science Foundation, Washington, DC., May 1981, 246 p.
Identifying Number(s): 51
Keywords: Probability theory; Noncohesive soils; Cohesive soils; Earthquake engineering; Pore pressure; Soil dynamics; Liquefaction (Soils); Soil properties; Cyclic loads; EarthquakesWer, R.; Dobry, R.
The Equivalent Number of Cycles of Recorded Accelerograms for Soil Liquefaction Studies.
National Science Foundation, Washington, DC., April 1982, 142 p.
Identifying Number(s): CE-82-5
Keywords: Shear stresses; Earthquake engineering; Pore pressure; Liquefaction (Soils); Soil properties; Noncohesive soils; Cyclic loads; Sands; EarthquakesWerner, S. D.; Hung, S. J.
Seismic Response of Port and Harbor Facilities.
National Science Foundation, Washington, DC., October 1982, 354 p.
Identifying Number(s): AA-R-8122-5395
Keywords: Harbors; Seismic design; Earthquake resistant structures; Seaports; Dynamic response; Ground motion; Earthquake engineering; Pore pressure; Liquefaction (Soils); Earthquakes; Dynamic structural analysis