Supporting Technical Assessments

Sit e: W ai hi, N Z Y o ur Pr oj e ct I D: Pr oj e ct I D: 1 0 0 3 7 9 6. 0 0 0 0 L o c ati o n I D: G T 0 1 7 S a m pl e R ef.: D e pt h: 2 3. 6 0 -- 2 3. 9 0 ( m) E nt er e d b y: D at e: 9 / 0 8 / 1 7 C h e c k e d b y: D at e: 9 / 0 8 / 1 7 P a g e of S T A G E 2 G R A P H S G T 0 1 7- 0 0 6 P S M 1 2 5 0 1 0 2 0 3 0 4 0 5 0 6 0 0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 V O L U M E C H A N G E (m L ) S Q U A R E- R O O T TI M E ( mi n) C O N S O LI D A TI O N 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 2. 2 0 5 0 1 0 0 1 5 0 2 0 0 2 5 0 3 0 0 0. 0 0. 5 1. 0 1. 5 2. 0 2. 5 3. 0 3. 5 4. 0 4. 5 5. 0 S tr e s s R a tio U n c o r r e c te d D e v ia to r S tr e s s (k P a ) V e rti c al St r ai n ( %) S T R E S S- S T R AI N C U R V E D e vi at or Str e s s Str e s s R ati o G e ot e c h ni c s Lt d B S 1 3 7 7 : P art 6 : 1 9 9 0 : Cl a u s e 6 C o n st a nt H e a d P er m e a bilit y T e st i n a Tri a xi al C ell P a g e 1 of 1 V er si o n 1. 0 1 2 A u g u st 2 0 1 6 P a g e 4 5 of 5 1

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