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Feb 26, 2016 / Haseeb Jamal -

5 Travel Myths You Need to Stop Believing Right Now

Feb 26, 2016 / Haseeb Jamal -

Canal Comes Alive with Lighted Boat Parade.

Classification of Soil on Particle Size & Moisture Content Basis

There are two soil classification systems in common use for engineering purposes. The Unified Soil Classification System is used for virtually all geotechnical engineering work except highway and road construction, where the AASHTO soil classification system is used. Both systems use the results of grain size analysis and determinations of Atterberg limits to

Sieve Analysis & Particle Size Analysis

The grain size characteristics of soils that are predominantly coarse grained are evaluated by a sieve analysis. A nest of sieves is prepared by stacking test sieves one above the other with the largest opening at the top followed by sieves of successively smaller openings and a catch pan at the bottom. Opening mesh sizes of commonly used sieves are shown in table

Earth Pressure Coefficients - Types, Concept & Theory

In 1929 Terzaghi (The Father of Soil Mechanics) conducted experiments on the retaining wall and showed the relation of pressure on the wall if wall changes its position i.e to move inwards to the backfill, outwards of it or remain at its place. There are three types of earth pressures on the basis of the movement of the wall. Earth Pressure at rest, Active Earth Pressure,

Standard Compaction Test and Modified Compaction Test

Soil is compacted into a mould in 3 - 5 equal layers, each layer receiving 25 blows of a hammer of standard weight. The apparatus is shown in Figure 1 above. The energy (compactive effort) supplied in this test is 595 kJ/m3. The important dimensions are:

Laws of Soil Mechanics

One of the most important uses for geotextiles is as a filter in drainage and erosion control applications. Drainage examples include trench and French drains, interceptor drains, blanket drains, pavement edge drains, and structural drains, to name just a few.

Determination of Particle Size Distribution by Sedimentation Analysis

The soil suspension is opaque, so take the readings corresponding to the upper level of meniscus. The time interval between readings should be such that the hydrometer is stable at the time of next reading

Stopping Erosion of Natural Drainage Soil

Natural drainage pattern is the route through the rain/other water flows following the natural gradient till it reach some final outlet point where it meets a bit larger course of water. Sometimes the construction of new structures in the way of natural drainage causes its blockage which is needed to be avoided. When this drain water flows through its course it may cause the

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