Variations in the Rus Formation

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Variations in the Rus Formation The Need for Consistent Core Logging Sallie Vest Halcrow / CH2M Hill 7 Nov 2012- TIME

Not exposed at ground surface Umm Er- Raduh ma Paleogen e Eocene Damma m Cenozoic Oligoce ne Da m Neogene Miocene Absent from much of Qatar (Removed by Erosion) Hof uf Plioce -ne Unconsolidated sands, sabkha, marine sands Fluvial: Sands, gravels, Rus Formation conglomerates Shallow marine & lacustrine: (Gypsum, Chalk marl & Limestone) Deposited regionally Rus Period of weathering of upper layers of Umm Bab Limestone Arbug Limestone Umm Bab (Simsima) Limestone Open to shallow marine /exposed: (Dolomite, Marl, Limestone, Shale) Unconsolidated Deposits Sandstone Shallow Marine Carbonates Marine carbonates Sabkha and Salina Soils including thick layers of evaporatic soils deposited between two transgressive sequences. Land exposed, weathered & eroded

Stratigraphic Sequence Simsima Limestone Midra Shale Rus

Rus Formation Doha and environs falls within the depositional sulphate Facies Deposition of gypsum and anhydrite deposits

Rus Fm in Literature Described as having three main facies: 1. Chalky Limestone interbedded with Claystone 2. Limestone with some gypsum and clayey layers 3. Massive crystalline gypsum

Rus Formation in core samples Three Main Facies (not including Khor Limestone) 1. Weak Limestone with calcisiltite, marl and chalk in thin horizontal beds

Rus Formation in core samples 2. Rus Clay Facies very weak to stiff/soft silt and siltstone / claystone generally very poor recovery.

Rus Formation in core samples 2. Rus Clay Facies -(continued)

Rus Formation in core samples 3. Crystalline Gypsum generally massive, strong, sometimes with interbeds of limestone and/or calcisiltite

Relationship between Facies

Relationship between Rus Clay and Rus Gypsum Different areas of Doha have different Stratigraphy - sometimes the difference is between boreholes in same exploration area.

Interchange North of Doha

Standardization in Logging of Rus The use of standard logging as per BS5930:1999+A2:2010 does not provide enough detail on the variation in the stratigraphy. Sometimes the logging doesn t account for even large changes (>1m)

Standardization of Logging of Rus Example 1 10.5 to 50.0 Moderately weak to weak, pale white to yellowish brown Siltstone / Calcisitite with bands of chalky shale and calcarenite. Highly to moderately weathered.

Standardization of Rus Logging Example 2 - Weak zones 19.6 to 50.0 - Moderately weathered, offwhite, weak CALCISILTITE, with undifferentiated interbedded yellowish brown to dark grey, weak clayey CALCILULITE, with close to spaced fractures.

Effects on Design Rus Formation is difficult to core so samples are difficult to get to the laboratory for testing. Field records are extremely important in determining how skewed the lab testing data may be.

Standardization of Logging For engineering geology purposes, the basic objectives of logging core are to provide a factual, accurate, and concise record of the important geological and physical characteristics of engineering significance. Characteristics which influence deformability, strength, and water conditions must be recorded appropriately for future interpretations and analyses. USBR Rock Manual Chapter 10

Changes to Core Logging Both Consultants and Contractors to provide more detail on where there are changes in material type. Provide more information on field strength for the Rus Clay Facies pocket penetrometer? Try to standardize descriptions between projects as has been done for Simsima Limestone

Summary Knowledge of the depositional history of sedimentary deposits is instrumental in the development of descriptions on geologic logs. During Investigation the samples require detailed descriptions especially for the variations between strong and very weak zones.

Summary The deposition of the Rus Formation includes numerous interbeds of very weak materials (clay facies) and strong (gypsum facies) that: 1. Need to be quantified 2. Need to provided with field strength information 3. Requires an understanding so that the in situ testing will actually obtain the data required for design.

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