Soil Mechanics and Foundation Engineering: Laboratory Tests

Wed, 09/17/2014 - 08:25 -- Anonymous (not verified)

Number

 

Type of Service

Rate (N$)

 

1.00

 

Soil Mechanics and Foundation Engineering

                      -Laboratory Tests-

 

 

 

 

 

1.01

Grain Size Distribution (Dry)

160.00

1.02

Grain Size Distribution (Wet)

210.00

1.03

Sedimentation

325.00

1.04

Bulk Density

95.00

1.05

Atterberg limits

142.00

1.06

Shrinkage limit

80.00

1.07

Linear shrinkage

110.00

1.08

Unconfined compression

110.00

1.09

Triaxial testing (D-test, max 4 values)

2120.00

1.10

Triaxial testing (CU-test, max 4 values)

2120.00

1.11

Triaxial testing (UU-test, max 4 values)

1030.00

1.12

Compression with time settlement

 

1.12.1

With 5 loadings

910.00

1.12.2

Each further loading

140.00

1.12.3

Permeability in one loading

215.00

1.13

Direct shear test (max 4 values)

      1355.00
       

 

Cohesive soils

 

1.13.2

Non-cohesive soils

842.00

1.14

Permeability

 

1.14.1

Compression permeability apparatus

700.00

1.14.2

Triaxial apparatus

750.00

1.14.3

Pipe (variable piezometric level)

462.00

1.15

Specific density

155.00

1.16

Proctor density

 

1.16.1

Cohesive soils

340.00

1.16.2

Non-cohesive soil, d = 100mm

285.00

1.16.3

Non-cohesive soil, d = 150mm

320.00

1.16.4

Non-cohesive soil, d = 250mm

355.00

1.17

CBR-test

280.00

1.18

Water content

35.00

1.19

One Dimensional swell or collapse potential

1100.00