Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Geotechnical engineers

Geotextiles are a relatively new concept for solving problems in geotechnical engineering. They have gained wide use as not only an economical solution to these problems, but in many instances as the only viable solution to a complex engineering problem. This is evidenced by the fact that over a seven-year period from 1976 to 1983 sales of geotextiles in North America alone rose from 5 to 115 m (6 to 138 x 10 /yd ). [Pg.261]

JEGEL, Manitoba Slags, Deposits, Characterization, Modifications, Potential Utilization, report, John Emery Geotechnical Engineering Limited, Toronto, Ontario, 1986. [Pg.195]

Dezfulian, H., 1988, Site of an Oil-Producing Property In Proceedings of the Second International Conference on Case Histories in Geotechnical Engineering, Vol. 1, pp. 43 19. [Pg.38]

Huiatt JL. 1985. Cyanide from mineral processing Problems and research needs. Conf. Cyanide and Environment, Tuscon, AZ, December 1984. Published by Geotechnical Engineering Program, Colorado State University, Fort Collins, CO 65-81. [Pg.254]

Yong RN, Mohamed AMO, Warkentin BP (1992) In Development in geotechnical engineering. Prentice Hall, Englewood Cliffs, NJ... [Pg.238]

Charles, J. A. Skinner, H. D. 2001. Compressibility of foundation fills. Proceedings of the Institution of Civil Engineers — Geotechnical Engineering, 149, 145-157. [Pg.205]

Acar Y. B. and Alshawabkeh A. (1996) Electrokinetic Remediation I. Pilot-scale Tests with Lead Spiked Kaolinite, Journal of Geotechnical Engineering, ASCE, 122(3), pp. 173-185. [Pg.88]

Eykholt, G. R. and Daniel, D.E. (1994), Impact of System Chemistry on Electroosmosis in Contaminated Soil f Journal of Geotechnical Engineering, ASCE, 120(5), pp.797-815. [Pg.89]

Acar, Y. B., and Haider, L. (1990). Transport of low-concentration contaminants in saturated earthen barriers f Journal of Geotechnical Engineering, 116, 1031-1052. [Pg.136]

The work described in this chapter was conducted by the Geotechnical Engineering Division, Lehigh University as part of the research program on Development of Low-Cost Construction Materials. This particular study is sponsored by the Construction Materials Technology, Inc. International. [Pg.260]

Airo Farulla, C. and Valore, C. 1993. Some aspects of the mechanical behaviour of compacted tectonized clays. In Anagnostopoulos et al. (Editors), Geotechnical Engineering of Hard Soils - Soft Rocks. Balkema, Rotterdam, pp. 335-342. [Pg.162]

Petroleum and geotechnical engineers frequently use a unit of permeability called the darcy. One darcy approximately equals lO m. The order of magnitude of the permeability is provided in Table 1. [Pg.2772]

Geotechnical Engineering Principles and Practices of Soil Mechanics and Foundation Engineering... [Pg.3]

Lucas, R.G., Geotechnical Engineering Circular No. 1, Dynamic Compaction, 1995, Federal Flighway Administration FHWA-SA-95-037, Washington, DC. [Pg.84]

Leonards, G.A. et al, Dynamic Compaction of Granular Soils, Journal of the Geotechnical Engineering Division, Jan. 1980, pp 35-44, ASCE, Reston, VA. [Pg.84]

Ward, W.H. The Use of Simple Relief Wells in Reducing Water Pressure A Trench Excavation. Proceedings of the Institution of Civil Engineers Geotechnical Engineering 119, pp 231-236, October 1996. [Pg.97]

Figure 9.7 Location and spacing of grout holes under an earth fill dam. (Houlsby, A.C., "Cement Grouting for Dams," Grouting in Geotechnical Engineering, New Orleans, LA, p 4, Feb. 1982. Reproduced by permission of ASCE, Reston, VA.)... Figure 9.7 Location and spacing of grout holes under an earth fill dam. (Houlsby, A.C., "Cement Grouting for Dams," Grouting in Geotechnical Engineering, New Orleans, LA, p 4, Feb. 1982. Reproduced by permission of ASCE, Reston, VA.)...
R.H. Karol, Grout Penetrability, Issues in Dam Grouting, Geotechnical Engineering Division, ASCE, New York, April 30, 1985. [Pg.255]

A. C. Houlsby, cement grouting for dams, Grouting in Geotechnical Engineering, ASCE, New York, 1982, pp. 1-34. [Pg.377]

In geotechnical engineering workJ ° electro-osmotic technology is used in stabilizing embankments, dewatering foundation sites, strengthening steeply cut slopes, and increasing the capacity of steel friction piles. [Pg.328]

Department of Geology and Geotechnical Engineering (IGG), Technical University of Denmark (DTU), Building 204, 2800 Lyngby, Denmark, e-mail iggnm pop.dtu.dk... [Pg.193]

Suthaker, N. N. Scott, J. D. Proceedings of the 47th Canadian Geotechnical Engineering Conference Halifax, Canada, 1994. [Pg.714]


See other pages where Geotechnical engineers is mentioned: [Pg.257]    [Pg.257]    [Pg.459]    [Pg.62]    [Pg.170]    [Pg.1135]    [Pg.29]    [Pg.257]    [Pg.257]    [Pg.88]    [Pg.89]    [Pg.2271]    [Pg.299]    [Pg.115]    [Pg.150]    [Pg.255]    [Pg.376]    [Pg.20]    [Pg.131]    [Pg.285]    [Pg.2254]   


SEARCH



Geotechnical Earthquake Engineering

Geotechnical and civil engineering

Geotechnical and environmental engineering

Geotechnical engineering

Geotechnical engineering applications

Geotechnical engineering drainage

Geotechnical engineering erosion control applications

Geotechnical engineering functions of geosynthetics and

Geotechnical engineering geomembranes

Geotechnical engineering mechanism

Geotechnical engineering nonwoven geotextiles

Geotechnical engineering reinforcement

Geotechnical engineering separation

Geotechnical engineers defined

Geotechnics

High performance textiles for geotechnical engineering geotextiles and related materials

High performance textiles geotechnical engineering

Of Structures, Geotechnical, Geological and Earthquake Engineering

© 2024 chempedia.info