Wednesday, 11 February 2015
Monday, 9 February 2015
Solar System
The Solar System
- Mercury
- Venus
- Earth
- Mars
- Jupiter
- Saturn
- Neptune
- Uranus
Terrestrial Planets
Jovian Planets
The Sun
Mercury
Venus
Earth
Mars
Asteroid Belt
Jupiter
Saturn
Uranus
Neptune
Pluto
Thursday, 5 February 2015
Center of the earth
asthenosphere (asthenosphere mean "weak layer" in Greek; this region is also referred to as the "Low Velocity Layer" because seismic (earthquake) waves travel slowly through this region of the Earth.)
GIS in ENGINEERING GEOLOGY
INTRODUCTION:
A full three-dimensional GIS system is obviously the best system to handle engineering geological data and analyses. For regional studies, this may lead to very extensive databases and consequently long calculation times, although this may become unimportant with further development of computer power. In regional studies, if property distributions are not important and the geology is relatively simple, a 2.5D system may be sufficient.
A full 3D-GIS system is necessary for site-specific analysis in which either an accurate representation of the sub-surface is required and/or property distributions are required, or where the geology is more complicated. Figure shows an example of a sub-surface property model for a tunnel project and Fig. shows the application for a dam project. Geographical Information Systems, and in particular 3D-GIS, are able to offer considerable help to the engineering geologist however, it does not add these qualities in itself. The quality of the output is directly related to the quality of the input and the quality of the manipulation that is done with the data, e.g. “rubbish in” is still “rubbish out”. Another point that should be considered is that GIS software is complex and not always user friendly. Hence, it is often time consuming to use the programs and this extra time is certainly not always justified for all type of projects. Some professionals, probably it should be questioned whether these are professionals, cut down on time consuming operations by using simple programs, for example, 2.5D instead of the more complicated 3D programs, and by using simple calculation routines when more complicated but better relations are known. Obviously, GIS used in this way can result in lower quality results than traditional methods.
Quality of Published Information and Limitation of Liability: Maps, whatever their character, contain such information as was available at the time of their compilation, which is often out of date at the time of publication and later use. Information that contains an interpretation of available data, give those opinions based on the understanding of the engineering behavior of the ground of that time, which is not necessarily that of the time of later use. If information expresses opinion, which is virtually always the case with geology interpretations, the question arises as to who is responsible for the quality and accuracy of that opinion. The types of maps which are published by government agencies in any one country depend, therefore, upon the social, political and legal systems in that country because if engineering works are planned on the basis of the information provided by these maps, there must be some understanding as to who is responsible for the validity of the data they present.
An Aid to Engineering Geological Mapping: As an aid to engineering geological mapping the author developed the system discussedbelow. Regional scale engineering geological mapping must have purpose. The rockmass classification described below is aimed at distinguishing between those rockmasses which pose no particular problems for general civil engineering to be conductedon or in them from those which will give problems.
Factors in the PRI:
The factors considered in the Problem Recognition Index are:
1. Layer strength
2. Layer uniformity
3. Discontinuity spacing
4. Uniformity of surface weathering profile
5. Material sensitivity to weathering or alteration
Layer Strength Rating (LS): Rock strength is an obvious parameter of considerable significance in most forms ofengineering in rock. Ratings assigned vary from 10 for strengths less than 1.25 MPa to 100 for strengths greater than 200 MPa. However, some allowance must be given for anisotropy. In the field, layer strengths are measured in two orthogonal directions, which, in bedded rocks, would be normal and parallel to the bedding, using a Schmidt hammer or by geological hammer blows.
Branches of GEOLOGY
INTRODUCTION:
Broadly stratigraphy deals with the succession of geologic events and / or rock layers from the beginning of the crustal formation up to the present time. It aims at establishing and describing the correct order of superposition of rock-units on the earth's surface. Thus, it actually establishes the correct succession of rock formations / layers. It thereby unfolds the history of geological events on the earth from the geologic past to the present time and hence it is also referred to as historical geology as a synonym.
Geology is divided into several fields, which can be grouped under the major headings of physical and historical geology.
Physical Geology: Physical geology includes mineralogy, the study of the chemical composition and structure of minerals; petrology, the study of the composition and origin of rocks; geomorphology, the study of the origin of landforms and their modification by dynamic processes; geochemistry, the study of the chemical composition of earth materials and the chemical changes that occur within the earth and on its surface; geophysics, the study of the behavior of rock materials in response to stresses and according to the principles of physics; sedimentology, the science of the erosion and deposition of rock particles by wind, water, or ice; structural geology, the study of the forces that deform the earth's rocks and the description and mapping of deformed rock bodies; economic geology, the study of the exploration and recovery of natural resources, such as ores and petroleum; and engineering geology, the study of the interactions of the earth's crust with human-made structures such as tunnels, mines, dams, bridges, and building foundations
Historical Geology: Historical geology deals with the historical development of the earth from the study of its rocks. They are analyzed to determine their structure, composition, and interrelationships and are examined for remains of past life. Historical geology includes paleontology, the systematic study of past life forms; stratigraphy, of layered rocks and their interrelationships; paleogeography, of the locations of ancient land masses and their boundaries; and geologic mapping, the superimposing of geologic information upon existing topographic maps.
Paleontology: It deals with the morphologic characteristics, modes of preservation, taxonomic classification, and geological history of the ancient lives - both invertebrates, vertebrates and of plants. Fossils are remains of geologically very old and ancient lives in form of entire body or hard parts, which are calcified, and / or silicified (petrified) in form of molds and casts or as traces of remains / relics which are preserved in various modes within sedimentary strata.Fossilization is a natural process. Fossils have important uses in the fields of bio-stratigraphic correlation, palaeo- climatic interpretation, top and bottom criteria for correct stratigraphic interpretation, polaeogeographic reconstruction and economic geology field for their different utilitarian aspects.
Economic Geology: It is the branch that deals with various geologic and geo-economic aspects of the vast array of metallic, non-metallic, industrial minerals and some specific rocks and the fuel minerals such as petroleum, natural gas, coal, radioactive minerals and geothermal sources. This branch describes the useful minerals (ore and nonmetallic minerals) in respect of their commercial value (metal contents) mode of occurrence, classification, grades, uses and origin.
An applied aspect of this important branch includes geological exploration, value assessment of economic deposits, mining, beneficiation, reserve estimation and different aspects of mineral economics. The applied aspects of this branch have great bearing on the formulation of conservation measures that leads to a National Mineral Policy for the country.
Engineering Geology: This applies the geologic basics to the field of engineering structures such as dams, reservoirs, tunnels, bridges and embankments, in which concepts of geology and civil engineering are given nearly equal weightage to construct engineering structures in the most suitable and safe geologic sites recommended by geological studies. Geologist recommends a few favorable site choices and one of them is finally selected paying equal weightage to geo-safety and engineering feasibility of total cost factors.
Marine Geology: This allied branch deals with the application of geological knowledge in evaluating the favorable locales in the littoral, offshore and shelf regions to explore into the realm of marine sedimentary sites to describe the coastal geomorphologic characteristics, the presence of offshore oil and gas reservoirs and vast mineral wealth of black sand beach placers.
Hydro-geology: Also termed as geohydrology, it deals with mode of occurrence, movements, qualitative and quantitative nature of ground water present in the zone of saturation below the surface. The characteristics of water-bearing and conducting strata (the aquifers) are studied to assess the ground water potential in terms of quantity and quality.
Wednesday, 4 February 2015
Role of engineering geology in engineering
INTRODUCTION:
The overall success of the river linking is based on the engineering safety of the dams. Channels and structures in the link. As geological conditions that would lead to failure of tunnels, dams. Aqueducts and erosion of channels are of common occurrence a geological study of the linking channels is essential. While comparing the cost of a tunnel with that of an open channel, the cost of protection works required for the tunnels and channels must also be taken into account. Dams required to divert the channels as well as the foundations of the aqueducts will also have to be properly investigated in engineering geological perspective. Sufficient time will usually be available to carry out the necessary geological investigations
And to design and to execute appropriate protective works. But it is important to take cognizance of the problem immediately as it manifests itself and to proceed scientifically to tackle it.
Aqueducts in River Linking Project: While carrying water through different regions,thousands of cross drainage works will have to be 'constructed. Very high and long aqueducts will haveto be designed before construction. Propergeological investigation of the foundations of allsuch structures is very important. The success of thewhole: project is depending on the engineeringsafety of channels, structures and dams in the link.
DAMS IN THE RIVER LINKING PROJECT:Dams are key structures in river linking schemes. In such projects besides the existing old dams, new darns or di version barrages will have to be planned. Besides being a source of wealth, darns can also be a source of accidents, albeit it few in number: an average of less than 1% of dams has suffered accidents over a long period of time. Yet the resulting damage and loss of life mean that all such accidents are unacceptable. A dam prevents the flow of water on surface, but if water is to be stored, it has also to be seen that there is not a flow below the surface either. This means that the foundation rocks must be watertight, and if they are not naturally so, suitable steps have to be taken to prevent loss of water through them. Also, to avoid the disastrous effects of dam failure safety and stability of a dam have to be assured. These will depend among other things on the strength and soundness of foundation rocks, which in turn will depend on the nature and structure of these rocks. An analysis of dam failures of the past has shown that failure to recognize or to treat properly defects in foundation rocks was responsible for a substantial number of them. The safety, stability and effectiveness of a dam therefore will depend largely on the geological conditions at the foundation and these must be known with accuracy and in sufficient detail before the work on a dam is undertaken. Detailed geological investigations have therefore to be carried out for obtaining the necessary information about rocks at the dam site and over the reservoir area
TUNNELS IN RIVER LINKING PROJECT: Tunnel is a very essential component now-a-days in a dam project. The modernized methods andexperience in tunneling techniques-enables an engineer to opt 'for the tunnels. However engineering geology plays very important role for a successful tunnel. Proper knowledge of thestrata and investigation by proper geologist is therefore very important. Collapse of a bottlenecktunnel may prove a total project economically unsafe.
GEOLOGY OF MAHARASHTRA: About 85% of Maharashtra is covered by igneous volcanic rocks- Deccan trap basalts. In rest of
The portions older rocks belonging to Archaen, Dharwar, Cuddapah, Vindhyan and Gondwana series of Indian Geology occur. The Deccan Traps mainly consist of basalts, but as there is considerable variation in the characteristics of basalts, and as rocks. Derived from them by modifications taking place in the volcanic process also occur. It is proposed to describe here some case histories of dams, at which we have carried out geological work, in an attempt depict the varying geological conditions in the Deccan Trap rocks that effect tunneling operations.
THE DECCAN TRAP ROCKS: As the suitability or otherwise of geological conditions for tunneling will depend on thecharacteristic of rocks met with along the alignment, an acquaintance with the various rock typesoccurring commonly in the Deccan Traps and their engineering behaviors is necessary.
Compact and Amygdaloidal Basalts: In the Deccan Trap basalts two main types occur: The compact nonvascular basalts without gascavities filled with secondary minerals such as zeolites. And chlorophaeite which give themspotted appearance. Both compact and amygdaloidal basalts often contain small slender laths asphenocrysts giving polyphyritic varieties.
Chlorophaeitic Basalts: Chlorophaeitic basalts in which a major portion of groundmass glass has been converted intochlorophaeite are common. When large amounts of chlorophaeite are present the rocks becomedark black.
Hydrothermal Alteration: Magmatic gases that produce cavities sometimes chemically alter the basalts, and this action iscalled hydrothermal alteration. The normal grey or bluish color of basalts is turned into shadesof green. Pink. Red. Purple or brown by hydrothermal alteration. Most commonly hydrothermalalteration brings about only such color changes in basalts without affecting their physicalproperties but more intense hydrothermal alteration at times weakens rocks.
Geological materiyal
INTRODUCTION:
Engineers work with large volumes of soil and rock which will contain variable amounts of fluid in their pores and fractures. It is helpful to distinguish the material from which these volumes are made from the mass which they form. Sediments are made from particles, big and small, and “rocks” are made from rock!
Sediments: The coarsest sediments are those produced by land sliding and glaciation which maytransport fragments of rock so large that an examination at close range may fail torecognize that they have been displaced. More commonly, rock fragments found beloweroding cliffs may be many tones in weight. Such very large fragments may befurther eroded during river transportation to gravel and boulder size. These fragmentsare recognizably rock but, as they disintegrate to yet smaller and sand-size grains, thegrains tend to be largely of single minerals. The type of mineral of which they are composed will depend upon the source rock and the degree of abrasion suffered during transportation.
Thus the most common sand-forming mineral is quartz, but in limestone areas the grains may be predominantly calcareous. If there are local sources of less erosion-resistant minerals, such as mica, these may be found mixed with more resistant minerals transported from distant sources. Grains of all sizes will be, to some degree, rounded by abrasion during transportation and the degree of roundness achieved is of geotechnical significance, for angular grains tend to interlock and give greater shear strength than more rounded grains. Uniformly graded sediments comprise more or less equally distributed representatives of many grain sizes. Well graded sediments are mostly of one grain size while gap graded sediments lack a range of grain sizes. Well graded sediments tend to have greater porosity and thus greater permeability than uniformly graded sediments because there are fewer finer particles to fill pore spaces between larger particles. At silt size, the particles and the pore spaces between them are very small so that permeability is very low and movement of water slows. For this reason, attempts to compact water saturated silt may result in raised pore water pressures and the subsequent liquefaction of the deposit.All of the sediments so far described are granular and the grains do not adhere to each other. The yet finer grained sediments, clays, are formed of particles less than 0.002 mm in diameter and often much smaller, and are commonly very small plates of clay minerals bonded together by electro-chemical forces. This bonding gives the clay cohesion allowing the material to be moulded. Clay minerals result mainly from the weathering of other rock forming minerals. Thus kaolinite results from the weathering of feldspars in granitic rocks.
Intact Rock Materials: ‘Intact’ rock is commonly taken to mean a piece of rock about the size of a laboratorytest specimen (usually a cylinder of core no larger than about 100 mm long and 50 mmdiameter) without obvious cracks or breaks. Most rocks are formed of mineral grainsor other rock fragments bonded together in some way. The amount of pore spacepresent, the size of the pores and the nature and quantity of the cement has a majoreffect on the mechanical properties of the intact rock material. In general terms, thegreater the porosity, the weaker the rock and, of course, the weaker and less abundantthe cementing mineral, the weaker the rock also.No rock can be stronger than the minerals of which it is composed and the natureof the rock forming minerals has a dominating influence on the behaviour of some rocks. Thus rocks formed from soluble minerals such as calcite and gypsum, pose problems from past solution and future solubility. Evaporites are effectively monomineralic rocks whose formation is associated with the evaporation of mineral charged water. They include such minerals as halite (rock salt), gypsum and anhydrite and potash salts (such as a carnallite and polyhalite). Evaporites, particularly rock salt, will flow under pressure and may be found in salt domes pushed, and still moving from their original position, upward into overlying strata. The susceptibility of these rocks to creep gives problems in mines and tunnels.
Fluids and Gasses: The main fluids of importance in engineering geology are water and oil. It is almostimpossible to over-emphasize the importance of water in determining the engineeringbehavior of geological materials and masses. Water is almost incompressible andwhen present in the pore spaces of a material, if only in small amounts, will modifythe behavior of that material under stress. The behavior of clays, in particular, isvery much dependent on moisture content. Water is seldom pure and contains dissolvedminerals, such as sulphates, which may react with engineering materials. Salinityand acidity limits its use in such processes as the manufacture of concrete. Onfreezing, water expands and ground heave and ice wedging are important mechanismscausing ground disruption and slope instability.
Oil as a fluid in the ground is not often of direct importance in civil engineering unless there are projects proposed at great depth in which oil may be inadvertently encountered. However, it is a common cause of contamination in industrial sites and becomes a component of sediments that has to be considered when such sites are redeveloped.