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Soil testing engineering

(10655 members)
forum261 - Professional forum and technical support for engineers for Soil testing engineering. Includes problem solving collaboration tools.

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 scottiesei (Structural)
6 replies
(31 Jan 07)
31 Jan 07

N-value and qc correlations

 ImaCM (Civil/Environmental)
2 replies
(24 Jan 07)
24 Jan 07

Deep Foundation Water Remediation

 civilmg (Civil/Environmental)
1 replies
(17 Jan 07)
22 Jan 07

shrink/swell potential of shales

 valebvd (Geotechnical)
4 replies
(9 Jan 07)
22 Jan 07

CPT or DMT

 oldestguy (Geotechnical)
2 replies
(12 Jan 07)
18 Jan 07

Shrinkage limit and mercury-less

 chadegani (Structural)
10 replies
(24 Dec 06)
15 Jan 07

what's the best method?

 cazparin (Civil/Environmental)
1 replies
(6 Jan 07)
10 Jan 07

Verification of vibratory table (ASTM 4253)

 LindsayS (Geotechnical)
1 replies
(12 Dec 06)
12 Dec 06

Environmental issues with soil preparation

 jjesik (Geotechnical)
11 replies
(6 Nov 06)
5 Dec 06

Recycled Concrete Road Base Compaction

 DirtMike (Geotechnical)
8 replies
(17 Nov 06)
29 Nov 06

Soil Profile Color Codes

 jacare (Mining)
0 replies
(26 Nov 06)
26 Nov 06

mine adit plug

 claytill (Geotechnical)
13 replies
(14 Nov 06)
23 Nov 06

Compacting Frozen Soil

 Emilian (Civil/Environmental)
7 replies
(9 Nov 06)
16 Nov 06

CBR value for base-course in roadworks

 Ingenuity (Structural)
1 replies
(8 Nov 06)
11 Nov 06

Chloride content threshold for soil in contact w reinforced concrete

 EWBCambodia (Structural)
7 replies
(19 Oct 06)
31 Oct 06

Cambodia dam project - equipment needed
4

 flounderman (Coastal)
2 replies
(28 Oct 06)
29 Oct 06

Internal Friction Angle for Concrete Rubble
2

 Gimbli (Civil/Environmental)
4 replies
(23 Oct 06)
27 Oct 06

Consolidation Test to verify if consolidated

 Alekk (Structural)
5 replies
(19 Oct 06)
23 Oct 06

cpt & spt correlations to soil parameters

 eric1037 (Geotechnical)
2 replies
(9 Oct 06)
10 Oct 06

Chemical soil grout gel time

 JJBDMALLC (Geotechnical)
6 replies
(9 Oct 06)
10 Oct 06

Fat to lean clay in a single, discrete soil deposit

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