Supporting documents
Supporting documents
Supporting documents
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Geotechnical Laboratory Testing<br />
Atterberg Limits<br />
7.11 Atterberg limit determinations were carried out on 4 samples of natural cohesive soil<br />
at depths of between 0.5 and 1.0m with plasticity indices recorded at between 19% and 34%,<br />
corresponding to an intermediate to high plasticity. Modified plasticity indices, as defined<br />
within NHBC Chapter 4.2 ‘Building Near Trees’, indicate values of between 14% and 30%,<br />
with the natural clay soils assessed as having a low to medium volume change. Overall the<br />
cohesive soils should be considered as having a medium shrinkage potential.<br />
Sulphate and pH Determinations<br />
7.12 Within the made ground water soluble sulphate concentrations ranged between<br />
11mg/l and 91mg/l with pH values between 7.1 and 8.7. Within the natural soils water<br />
soluble sulphate concentrations ranged between 15mg/l and 69mg/l with pH values between<br />
6.7 and 7.4. The results from both the made ground and natural soils indicate a BRE Special<br />
Digest 1:2005 Design Sulphate Class DS-1 with an ACEC site classification AC-1.<br />
Gas Monitoring<br />
7.13 The results of the ground gas monitoring carried out to date (2 occasions) are<br />
summarised in the following table:<br />
Location<br />
CH 4<br />
(% v/v)<br />
CO 2<br />
(% v/v)<br />
O 2<br />
(% v/v)<br />
Flow<br />
(l/hr)<br />
Barometric<br />
Pressure<br />
(mb)<br />
Maximum GSV*<br />
WS1 0.0 0.0 19.6 – 19.7 0.0 1019 – 1039