Digital Commons @ NJIT
metadata only
Direct simple shear tests on overconsolidated Anderten clay
Determining the shear strength behaviour of a very stiff calcareous clay in the Direct-Simple Shear tests is the purpose of this thesis. The clay tested is the MLK Arderten Clay from West Germany. For the Direct-Simple Shear tests, a trimming device was prepared to get the required size of the sampl
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- Unconfined compression tests on varved clays at Steep Rock Lake, Ontario#1111085
- Stress-Strain Behavior of Saturated Clays from Vane Shear Test Results: a Numerical Approach#373491
- Stress-Strain Behavior of Saturated Clays from Vane Shear Test: a Numerical Approach#373488
- INVESTIGATING CYCLIC BEHAVIOR OF FINE-GRAINED SOILS USING DIRECT SIMPLE SHEAR TESTS: INFLUENCE OF PLASTICITY AND LOADING CONDITIONS#393124
- Sample preparation effects on the compaction properties of Swedish fine-grained tills#1079812
Record · ID 1048226
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive