Carbonate Petrography

Carbonate petrography is the study of limestones, dolomites and associated deposits under optical or electron microscopes greatly enhances field studies or core observations and can provide a frame of reference for geochemical studies.

25 strangest Geologic Formations on Earth

The strangest formations on Earth.

What causes Earthquake?

Of these various reasons, faulting related to plate movements is by far the most significant. In other words, most earthquakes are due to slip on faults.

The Geologic Column

As stated earlier, no one locality on Earth provides a complete record of our planet’s history, because stratigraphic columns can contain unconformities. But by correlating rocks from locality to locality at millions of places around the world, geologists have pieced together a composite stratigraphic column, called the geologic column, that represents the entirety of Earth history.

Folds and Foliations

Geometry of Folds Imagine a carpet lying flat on the floor. Push on one end of the carpet, and it will wrinkle or contort into a series of wavelike curves. Stresses developed during mountain building can similarly warp or bend bedding and foliation (or other planar features) in rock. The result a curve in the shape of a rock layer is called a fold.

Showing posts with label geotechnical. Show all posts
Showing posts with label geotechnical. Show all posts

Different shale distributions in low resistivity log response.


                   First, we will start with a small introduction about the resistivity logs                                           


Resistivity log


Technique : produce a current in the adjacent formation and measure the response of the formation to that current.


Resistivity logs are used to:


• determine hydrocarbon-bearing versus water bearing zones

• indicate permeable zones

• determine porosity


By far the most important use of resistivity logs is the determination of hydrocarbon-bearing versus water-bearing zones. Because the rock’s matrix or grains are non-conductive and any hydrocarbons in the pores are also non-conductive, the ability of the rock to transmit a current is almost entirely a function of water in the pores. As the hydrocarbon saturation of the pores increases (as the water saturation decreases), the formation’s resistivity increases. As the salinity of the water in the pores decreases , the rock’s resistivity also increases.


Resistivity tools principle : there are two types of resistivity tool , The dual lateral log ( DLL ) and the induction log ( DIL ) both types measures the resistivity in three zones simultaneously.


LLD looks deep into reservoir


LLS Looks shallow into the reservoir



MSFL reads the resistivity close to the wellbore.




Low Resistivity response :


High deep resistivity means : HCs or Tight streak  { low porosity }


Low deep resistivity means : Shale or wet sand.




Shale: Shale is defined as a fine-grained, indurated detrital sedimentary rock formed by the consolidation (by compression or cementation) of clay, silt, or mud.

It is characterized by a finely stratified structure of laminae ranging from 0.1 to 0.4 mm thick. Shale contains an appreciable content of clay minerals or derivatives from clay minerals, with a high content of detrital quartz; containing at least 50% silt, with 35% clay or mica fraction, and 15% chemical or authigenic materials

In petrophysical analysis, shale volume is one of the key answers used later to correct porosity and water saturation for the effects of clay bound water, (CBW).



Shale distribution in shaly sand :

 

Shale can be distributed in several different ways, as shown below.

Laminated shale is a special case in petrophysical analysis. Standard models for porosity and saturation do not work.

Dispersed shale is usually composed of from clay minerals that form in place after deposition due to chemical reactions between the rock minerals and the chemicals in the formation water.

Structural shale is usually deposited as particles, grains, or clasts during the initial depositional phase. For example, the flooding of a river valley can carry mud or shale from surrounding areas.

Different shale distributions have different effect on the sand reservoir.

In a sand reservoir contain structure shale : it will affect the reservoir porosity

In a sand reservoir contain laminae shale : it will affect only the net pay of the reservoir

In a sand reservoir contain : it will affect the porosity and permeability of the reservoir and also it will lead to a shortcut in the resistivity log response , which may result in a miss lead in the interpretation of the reservoir porosity and saturation  , it could be interpreted as sand bearing water instead of a sand contain dispersed shale.

So, the question here is how to differentiate between them and to avoid this wrong interpretation ?!

Let’s assume that you have a 100% clean sand reservoir. So the total porosity of this reservoir is 30% and the sand grains will represent 70% of the volume of the reservoir

Hint : Porosity of sandstone is 30 % and porosity of shale is 10%


Case 1 :

In the case of the presence of structure shale ,

So in this case shale grains will replace sand grains ( volume of 70% ) , the shale will bring its 10% porosity with it.

In other words , The porosity will be enhanced by 10% in the volume of 70% of the sand

So , the porosity will increase by 70/10 and the total porosity will be = 37 %


Case 2 :

In the case of the presence of laminae shale , in this case shale will replace the whole reservoir ( 100 & ) and also will bring its own 10% porosity.

In other words , the porosity will be reduced from 30% to 10%
Case 3 :

In the case of the presence of dispersed shale , in this case shale we will replace the porosity  volume it self ( 30 % ) and as usual it will bring its own porosity.

 
In other words , the porosity will be reduced into 3% ( 30 / 10 )Summarized figure for the different shale distributions in shaly sand reservoir and it’s effect on the reservoir porosity.
Shale distribution model proposed by Thomas and Stieber (Tyagi et al. 2009). Here Vshale is the volume of shale, φtotal is the total porosity, φmax is the maximum porosity, and φsh is the porosity in shale

Conclusion :


 

So, we can differentiate between the three different types of shale distribution and according to the type we can make the right interpretation for the porosity and the saturation of the sand reservoir , also we will avoid the miss leading interpretation in the shortcut in the resistivity log.


Photo Credits: Ahmed Adel
Originally blog is written by Ahmed Adel 










How does sedimentary environments effects on rock geomechanical behaviours?

Sedimentary environments are important for investigating rock physical, geological, and geomechanical behaviours. Different from other mineral resources, coal-bearing formations mainly formed in different ancient coal accumulation environments. Its characters are controlled by the ancient geologic environment and its transition when the peat was piled up. Because of different sedimentary environments and sedimentary features, the thicknesses of the coal seam roof and floor formed under different environments changes greatly in both vertical and lateral directions. These lead to heterogeneity and discontinuity of coal-bearing formations. During mining process of the coal seams, roof stability becomes worse in these weak formations. Roof caving, bottom heaving, and rock burst accidents often occur in the transition zone between the sandstone and mudstone of the roof. During mine development and production, in order to meet the requirements of transportation and ventilation, a safe, stable, and complete shaft and tunnel network system need to be established. However, because the lithologies of the shaft and tunnel change significantly in the lateral direction, soft or weak formations can be encountered. In this case, shaft and tunnel construction and maintenance become difficult. In the past, mine designers often considered that the rocks distribute constantly in both thickness and lithology in the lateral direction. This design was not always true and led to the failure of the original design. Therefore, it is necessary to study rock sedimentary environments, to understand rock lithology distribution in the studied area, and to make the appropriate design according to geological conditions. Formations making up the Earth's crust are described by the term, facies. Sedimentary facies is the most interested facies with regard to fluid flow. Broadly divided into sandy facies, shaly facies, and carbonate facies, sedimentary facies is related to the environment in which their sediments are deposited. In general, sedimentary environments include alluvial fan sediments, fluvial deposits, delta deposits, lake deposits, barrier island deposits, and lagoon deposits.

Alluvial fan sediments
Alluvial fan sediments are deposits of sediments in regions of high relief, generally where streams issue from mountains onto a level plain. The fan starts at the apex, the source of sediments from regions of higher relief. Sediment transport from the apex tends to follow the steepest slope downward, and the sediments, therefore, spread out in a fan. The largest boulders or pebbles are deposited near the apex. Downslope, the fan channel splits up into a number of smaller channels. This reduces the velocity of the water flow, and capacity for carrying sediment is lowered. Therefore, sediments become finer-grained down-slope, even if there is no reduction in steepness of the slope. Further downslope it becomes braided streams and lake deposit. In front of the apex the large faulting sedimentary basin usually are formed. This phenomenon is quite common in the Mesozoic coal-bearing strata in the eastern China.  
 Near the apex the sediments are primarily consisted of conglomerates, and their main components are coarse gravels and boulders. The gravels are filled with clay, silt, and sand. The conglomerate layer distributes in strips and is parallel to the direction of the water flow. Downslope to the middle fan, the sedimentary rocks are mainly comprised of sandstone with some gravels. In the fan tail the sediments are much finer. The sedimentary rocks are consisted of sandstones, siltstones, claystones, and coal seams.
The main geomechanical features of the alluvial fan sediments are as follows:

  • The rocks are blocky with great thickness and high strength. 
  • The sediment lithology is complex with coarse granularity, and the rocks are easily weathered. 
  • On the end of an alluvial fan, the coarse rocks have high porosity and it may be a good aquifer.



River sediments
Fluvial deposits are sediments deposited as the result of rivers. Fluvial sediments include deposits of braided streams, meandering rivers, and anastomosing streams. Braided streams have branched channels because the river channel is not very stable. This usually occurs with steeper stream gradients and an abundant supply of sediments. Braided streams favour the deposition of coarse sediments containing coarse sand and gravel with little clay and silt. Meandering rivers move in loops, with the greatest velocity at the outer bank where erosion occurs and lower velocity at the inner bank where deposition occurs. The fining upward sequence from sand to silt to clay is typical of meandering river facies. This sequence is the result of the water velocity decreasing as the river, over a given spot, migrates from the outer bank to the inner bank. If the spot is no longer in the river but in the flood plain, then only clay and silt from nearly stagnant water are deposited. An anastomosing stream is defined as a branching, interlacing stream having a net like appearance. Along the U.S. Gulf Coast is a typical example of bayous and slough in regions of very low stream gradient and with subsidence. Meandering river sediments vary from coarse to fine grains upwards. During the basin deposit process, thick sediments may form due to the continuous development of the meandering rivers. In the meandering river sedimentary system, channel sands act as the skeleton in the rock mass. Generally, it forms laterally many strips of sandstones surrounded by the flood basin deposits. In the lateral direction some layers in the strata were thickened, thinned, or even disappeared. Vertically, the sandstones array or overlap each other in lens shape, and lithology varied cyclically. Therefore, in the meandering river deposit system, fine-grained sediments always surround sand sediments. These made rock mechanical properties anisotropic and heterogeneous.    
The rocks in fluvial deposits are sandstone, siltstones, shales, mudstones, and claystones and have the following geomechanical behaviours:

  • The rocks are stratified layers and inter-bedded and alternated with soft and hard layers. 
  • The sandstones are weak in weathering resistance, and the strength changes gradually from the bottom to the top. 
  • The strength of the sandstone in which the sandstone becomes thinner and near the dead-end is the lowest. 


Delta sediments
Deltas form where rivers carrying a large supply of sediments empty into a sea coast where the sediments cannot be transported away as fast as it is deposited. Thus, deltas lie in the transit region between the fluvial and marine environments. The Mississippi River Delta is a good example.    
The rocks in delta deposits have the following geomechanical behaviours:

  • The rocks are stratified with significant variations of lithology and thickness in the lateral direction. 
  • The rocks are weak in weathering resistance, and the rock strength increases from the bottom to the top as the granularity increases. 
Lake sediments 
Lake sediments are deposited in a lake accumulated on the lake shore and on lake floor. They are deposited in a terrestrial environment and contain organic and inorganic particles, microfossils such as pollen and algae, and macro fossils such as leaves and seeds. Deposit speed in lake environment is faster than that in marine environment, because of a smaller wave in the lake. Lake shore deposits are generally well-sorted sands. The sediments load of a stream entering a lake will be dropped as the stream’s velocity and transporting ability suddenly decrease. The resulting deposit, which extends outward into the lake, is a delta. Inclined, generally well-sorted layers on the front of a delta pass downward and outward into thinner, finer, evenly laminated layers on the lake floor. Most lake sediments are layered, in which the layers/strata are defined by colour variations. In the deeper parts of the lake, the sedimentary layers are very thin, and deeper-water sediments are fine-grained while those in shallow water are coarse.
The strata in lake deposits have the following geomechanical behaviours:

  • The rocks have alternately soft and hard layers deposited. Periodic changes of the lake level generate cyclical soft and hard strata.  
  • The rock layers are continuous with little change in thickness and have low strength. 
  • Most strata are impermeable layers. 
Barrier island sediments 
Barrier islands or spits are long, narrow, offshore deposits of sand or sediments that parallel the coast line. The islands are separated from the main land by a shallow sound, bay or lagoon. Barrier islands are often found in chains along the coast line and are separated from each other by narrow tidal inlets. The rising waters carried sediments from those beach ridges and deposited them along shallow areas just off the new coast lines. Waves and currents continued to bring in sediments that built up, forming the barrier islands. In addition, rivers washed sediments from the mainland that settled behind the islands and helped build them up. The sediments of barrier islands are well-sorted, generally medium to fine grained sandstones with silicate cementation. These sandstones have very high strength. Some strata of barrier island sediments can extend for 160 km or more. They are very hard strata. If a coal seam roof is this kind of strata for long wall caving mining, it is very easy to form a large area of un-caving strata; therefore it is likely to have rock burst.

Lagoon and tidal lagoon sediments 
Lagoon, tidal lagoon, and barrier islands or spits are sedimentary elements that parallel to the coast line. Lagoon environment belongs to a shallow basin that are separated from the ocean by barrier islands or barrier spits and jointed with the ocean through tidal inlets. In the places where tide develops, a lagoon is a shallow depression full of water even in the period of low tide. If there is sufficient sediment supply, a coastal lagoon can gradually develop into a tidal lagoon or swamp. Therefore, lagoon deposit is closely associated with tidal lagoon and swamp deposits. They transit vertically and are contiguous horizontally.  Lagoon sediments generally are laminated fine-grained sediments, such as clay and silt. In humid and semi-humid regions where coal measures form, these fine sediments often are rich in organic substances. Tidal lagoon is a wide and flat region around the lagoon and depends on the difference of the low and high tides and the ground slope. Near low tide line in the intertidal zone, due to the strong hydraulic activity, flat sand deposits can be formed and developed to be large slaty or sphenoid cross-beddings. Near high tide line, the sediments are mostly mud and silt with horizontal lamination and current lamination.   Sediments from the lagoon are uniform in mineralogical and mechanical composition. The geomechanical features of the sediments in this sedimentary mode are as follows: 
  • The rocks have alternately soft and hard layers deposited. Weak interfaces exist between hard and soft layers. 
  • The rock layers are continuous with little change in thickness and have low strength.  
  • The formations usually contain clay minerals, which are most likely to swell and weaken, particularly when they are exposed to water.     


Analyses of sedimentary environments are important and applicable to rock engineering. Through investigation of sedimentary environments of the rocks one can understand rock structure, lithologic characteristics, and strata sedimentary sequences. This investigation is beneficial to rock engineering design and construction.

Geotechnical engineering study for construction

Geotechnical engineering is a concerned with any material that is at or near the surface of the Earth. These are naturally occurring material and termed as soil and rocks. Engineer defines soil as any loose material which is agglomerate and organic thus sediment formed above bed rock. Soil is a material that can easily be broken into its constituent. Rock on the other hand is a firm material where cohesive forces and constituents are held together. There is a fine line between rock and soil as engineer defines so it can be a very soft rock or even a hard soil. Well other definitions about rock and soil is different as a geologist defines anything occurring in the Earth as rock despite of the minerals bound together and soil to him is disintegrated and decomposed rocks found at the upper most part of the Earth. Same way pedology (study of soil) and to agronomist soil is the upper most layer that has to do with growing plants. 

So therefore a geotechnical engineer works with collaborative knowledge of geology and pedology. They studies soil and rocks mechanics, which is related to both its physical properties and mechanical properties. So what does geotechnical engineer do?. 

Geotechnical engineer have knowledge about soil and rock mechanics, dynamic, kinematics. This knowledge is applied to construction and designing any building, tower, houses etc. The knowledge how soil reacts when is saturated or loose is very important or the building foundation will not be strong. Similarly rock mechanics is needed for the foundation. A geologist with this knowledge work with engineer for the building foundation, pavement, roads, railways etc. Dams needs serious study about underneath rocks or soil study as water will saturate the below soil and rocks. This study is done by geologist so that dam can be constructed without risk of failing. There are soils which swells on saturation should be excavated for the dams. Geologist has a key role with the knowledge of engineering where the Earth study is important for any construction without this it can fail by not firm foundation. 

Soil and rock physical properties and mechanical properties are the basic knowledge for the engineering perspective.