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Chapter:

Soil-Compaction

1. Quick sand is a


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2. It is considered that secondary consolidation in a clayey soils will occur because of dissipation of


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3. A sand has e = 0.8 and anor clay has e = 1.2 which is more pervious?


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4. For (t) 0 case, N value according to Terzaghi is


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5. The principle involved in relation Ysub = Ysat – Yw is


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6. The shear strength of sands with following shape will be more


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7. Flow net is used for determination of


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8. The soils most susceptible to liquefaction


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9. Shear failure of soils takes place when


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10. The structure which derives its stability due to self weight is


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All Chapters

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Soil Water Air Relationship

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Index properties of soil

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Soil Identification and Classification

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Soil Structures and Clay Minerals

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Soil Compaction

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Principle of Effective Stress

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Seepage through Soil

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Stress Distribution

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

One dimensional Consolidation

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Shear strength of Soil

This chapter of Soil Mechanics focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.

Permeability

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Soil Mechanics Loksewa Mcqs

Soil Mechanics Loksewa Mcqs

Topics

This Chapter Soil-Compaction consists of the following topics

Soil Mechanics Loksewa Mcqs

Quick sand is a

;

It is considered that secondary consolidation in a clayey soils will occur because of dissipation of

;

A sand has e = 0.8 and anor clay has e = 1.2 which is more pervious?

;

For (t) 0 case, N value according to Terzaghi is

;

The principle involved in relation Ysub = Ysat – Yw is

;

The shear strength of sands with following shape will be more

;

Flow net is used for determination of

;

The soils most susceptible to liquefaction

;

Shear failure of soils takes place when

;

The structure which derives its stability due to self weight is

;