Table 6. TSHC testing programme: CSD...

Table 6.

TSHC testing programme: CSD tests at constant α and b, states achieved after consolidation and instability

Test no.	Preparation	Stress path	Consolidated states								States at instability
Test no.	Preparation	Stress path	α: degrees	b	K_c	p′: kPa	q₁₃: kPa	q: kPa	e	Ψ₀	p′: kPa	q: kPa	Ψ_IL	η_IL	N₁	N₂
1	MT	A	0	0	0·7	172	65	65	0·797	0·079	87	65	0·073	0·749	1·02	0·02
2	MT	A	0	0	0·7	172	66	66	0·754	0·037	64	66	0·033	1·027	1·01	0·01
3	MT	A	0	0	0·7	171	64	64	0·732	0·014	54	64	0·010	1·187	1·03	0·03
4	MT	B	0	0	0·7	172	65	65	0·809	0·091	89	64	0·084	0·726	1·02	0·02
5	MT	B	0	0	0·7	171	65	65	0·766	0·049	69	65	0·045	0·935	1·01	0·01
6	MT	B	0	0	0·7	171	64	64	0·722	0·005	48	64	−0·001	1·352	0·98	0·02
1	MT	A	22·5	0·2	0·7	172	67	62	0·778	0·060	87	62	0·052	0·705	1·05	0·05
2	MT	A	22·5	0·2	0·7	171	63	57	0·731	0·013	57	57	0·006	1·009	0·98	0·02
3	MT	A	22·5	0·2	0·7	171	65	59	0·704	−0·014	48	59	−0·020	1·212	1·02	0·02
4	MT	B	22·5	0·2	0·7	172	64	59	0·812	0·094	95	59	0·090	0·614	1·04	0·04
1	MT	A	45	0·2	0·7	173	63	59	0·773	0·055	86	58	0·051	0·669	0·88	0·13
2	MT	A	45	0·2	0·7	173	64	59	0·739	0·021	72	58	0·014	0·800	0·87	0·14
3	MT	A	45	0·2	0·7	172	62	57	0·718	0·000	61	57	−0·005	0·930	0·82	0·19
4	MT	A	45	0·2	0·7	171	63	58	0·735	0·017	73	58	0·013	0·790	0·85	0·15
5	MT	A	45	0·2	0·7	171	63	58	0·736	0·018	71	58	0·014	0·826	0·84	0·18
6	MT	A	45	0·2	0·7	171	63	58	0·809	0·091	107	57	0·087	0·533	0·91	0·09
7	MT	B	45	0·2	0·7	171	60	56	0·777	0·059	83	55	0·053	0·670	0·88	0·13
8	MT	B	45	0·2	0·7	171	64	59	0·687	−0·031	45	58	−0·035	1·311	0·72	0·32
9	MT	B	45	0·2	0·7	172	63	58	0·740	0·022	72	58	0·017	0·807	0·84	0·17
10	MT	B	45	0·2	0·7	172	63	58	0·714	−0·004	54	57	−0·009	1·050	0·78	0·24
1	DP	B	0	0	0·7	171	65	65	0·675	−0·043	47	65	−0·049	1·364	1·05	0·04
2	DP	B	45	0·2	0·7	171	63	58	0·682	−0·036	70	57	−0·042	0·821	0·85	0·16
3	DP	B	45	0·2	0·7	172	63	58	0·707	−0·011	81	57	−0·017	0·696	0·88	0·13
4	DP	B	22·5	0·2	0·7	173	63	58	0·677	−0·040	45	57	−0·046	1·261	1·01	0·01
1	WP	A	45	0·2	0·7	171	62	57	0·639	−0·079	46	57	−0·078	1·225	0·68	0·36

Test no.	Preparation	Stress path	Consolidated states								States at instability
Test no.	Preparation	Stress path	α: degrees	b	K_c	p′: kPa	q₁₃: kPa	q: kPa	e	Ψ₀	p′: kPa	q: kPa	Ψ_IL	η_IL	N₁	N₂
1	MT	A	0	0	0·7	172	65	65	0·797	0·079	87	65	0·073	0·749	1·02	0·02
2	MT	A	0	0	0·7	172	66	66	0·754	0·037	64	66	0·033	1·027	1·01	0·01
3	MT	A	0	0	0·7	171	64	64	0·732	0·014	54	64	0·010	1·187	1·03	0·03
4	MT	B	0	0	0·7	172	65	65	0·809	0·091	89	64	0·084	0·726	1·02	0·02
5	MT	B	0	0	0·7	171	65	65	0·766	0·049	69	65	0·045	0·935	1·01	0·01
6	MT	B	0	0	0·7	171	64	64	0·722	0·005	48	64	−0·001	1·352	0·98	0·02
1	MT	A	22·5	0·2	0·7	172	67	62	0·778	0·060	87	62	0·052	0·705	1·05	0·05
2	MT	A	22·5	0·2	0·7	171	63	57	0·731	0·013	57	57	0·006	1·009	0·98	0·02
3	MT	A	22·5	0·2	0·7	171	65	59	0·704	−0·014	48	59	−0·020	1·212	1·02	0·02
4	MT	B	22·5	0·2	0·7	172	64	59	0·812	0·094	95	59	0·090	0·614	1·04	0·04
1	MT	A	45	0·2	0·7	173	63	59	0·773	0·055	86	58	0·051	0·669	0·88	0·13
2	MT	A	45	0·2	0·7	173	64	59	0·739	0·021	72	58	0·014	0·800	0·87	0·14
3	MT	A	45	0·2	0·7	172	62	57	0·718	0·000	61	57	−0·005	0·930	0·82	0·19
4	MT	A	45	0·2	0·7	171	63	58	0·735	0·017	73	58	0·013	0·790	0·85	0·15
5	MT	A	45	0·2	0·7	171	63	58	0·736	0·018	71	58	0·014	0·826	0·84	0·18
6	MT	A	45	0·2	0·7	171	63	58	0·809	0·091	107	57	0·087	0·533	0·91	0·09
7	MT	B	45	0·2	0·7	171	60	56	0·777	0·059	83	55	0·053	0·670	0·88	0·13
8	MT	B	45	0·2	0·7	171	64	59	0·687	−0·031	45	58	−0·035	1·311	0·72	0·32
9	MT	B	45	0·2	0·7	172	63	58	0·740	0·022	72	58	0·017	0·807	0·84	0·17
10	MT	B	45	0·2	0·7	172	63	58	0·714	−0·004	54	57	−0·009	1·050	0·78	0·24
1	DP	B	0	0	0·7	171	65	65	0·675	−0·043	47	65	−0·049	1·364	1·05	0·04
2	DP	B	45	0·2	0·7	171	63	58	0·682	−0·036	70	57	−0·042	0·821	0·85	0·16
3	DP	B	45	0·2	0·7	172	63	58	0·707	−0·011	81	57	−0·017	0·696	0·88	0·13
4	DP	B	22·5	0·2	0·7	173	63	58	0·677	−0·040	45	57	−0·046	1·261	1·01	0·01
1	WP	A	45	0·2	0·7	171	62	57	0·639	−0·079	46	57	−0·078	1·225	0·68	0·36

N₁ and N₂ are non-uniformity coefficients based on criterion 1 and criterion 2.

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