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Books > Professional & Technical > Civil engineering, surveying & building > Structural engineering > Soil & rock mechanics
This publication will introduce you to the engineering properties
of soil and rock. You will learn how the properties of compaction,
permeability, consolidation-swell, shear strength, stress-strain
modulus (modulus of elasticity), and Poisson's ratio are determined
and used in design of foundations of structures. You will learn
about the compaction characteristics of soils, how the relative
density of cohesionless soils influences the angle of internal
friction, the definition of relative compaction of soils, and many
other concepts that are the basis of applying the engineering
properties of soil and rock to design of foundations of buildings
and earth structures.
This publication provides an introduction to application of
geotextiles in erosion control.
Grouting is a widely used method for strengthening and sealing
rock, soil and concrete. The possibilities for sealing structures
are of great importance from both an economic and environmental
point of view. The cost of grouting has in certain projects been as
high as the cost of blasting and excavating the tunnel. To improve
the technique for grouting with cement-based material, it is
necessary to examine the properties of the grout mixture used. This
course is intended to provide an introduction to soil grouting
materials and procedures for those engineers not familiar with the
technology and its application.
This publication will introduce you to methods, materials and
equipment for stabilization of subgrade soils. The depth of
stabilization generally must be sufficient to absorb most of the
foundation pressure bulb. The relative benefits of vibrocompaction,
vibrodisplacement compaction, and precompression are discussed.
Soft, cohesive soils treated in place are generally suitable only
for low-intensity loadings. Soil stabilization of wet, soft soils
may be accomplished by addition of lime; grout to control water
flow into excavations to reduce lateral support requirements or to
reduce liquefaction or settlement caused by adjacent pile driving;
seepage control by electroosmosis; and temporary stabilization by
freezing.
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