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when of if (4u)

when of if (4u)

when of if (4u)

... upon the certainty of things happening. However, when and if are interchangeable when we are talking about general conditions that always apply when if means almost the same as whenever. Compare ... When or if? We use when for things that are certain to happen in the future: • I'll buy you a pair of gloves when I go shopping this afternoon. I'll give you a ring when I get ... Do not attempt to use the lift. • If there is a fire, leave the building via the stairs. Don't try to use the lift. In cases of difficulty, phone this help line. If you experience any problems,...
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when or if

when or if

... upon the certainty of things happening. However, when and if are interchangeable when we are talking about general conditions that always apply when if means almost the same as whenever. Compare ... When or if? We use when for things that are certain to happen in the future: • I'll buy you a pair of gloves when I go shopping this afternoon. I'll give you a ring when I get ... Do not attempt to use the lift. • If there is a fire, leave the building via the stairs. Don't try to use the lift. In cases of difficulty, phone this help line. If you experience any problems,...
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Tài liệu When I do/When I have done. When and If & Can, could and be able to pdf

Tài liệu When I do/When I have done. When and If & Can, could and be able to pdf

... When I do /When I have done. When and If & Can, could and be able to Unit 25. When I do /When I have done. When and If A Xét các ví dụ sau: A: What ... thời gian (when- part) của câu. Chúng ta không dùng will trong mệnh đề when này: We’ll go out when it stops raining. (không nói when it will stop”) Chúng ta sẽ đi khi trời tạnh mưa. When you ... chúng ta thường dùng thì present simple (if I do /if I see…) để diễn tả sự việc xảy ra trong tương lai: It’s raining hard. We’ll get wet if we go out. (not if we go’) Trời mưa to quá. Chúng ta...
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Báo cáo khoa học:

Báo cáo khoa học: "NON STANDARD USES OF IF" ppt

... In 8% the if was preceded by some modifier, e.g. as if. This left 69 (31%) non standard uses of if as possible contenders for different meanings of if. A TAXONOMY OF NON STANDARD IF To consider ... if clause; nor do other SCs exhibit the same phenomenon. So the concessive use of if must be considered as being based on a different meaning of if. Protasis only One of the uses of if ... meaning of if. The use of if to introduce a noun clause DOES require an apart meaning of if as no inference relation is present. This suggests that the feature of if to introduce a proposition of...
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SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]

SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]

... methodsof exploration, such as SPT, CPT, etc. to establishstratification of the subsurface materials, the profileof the top of bedrock and bedrock quality, depth togroundwater, limits of types of ... (DIM); number of soil layers within zone of stress influence of the footing (DIM)(10.4.6.2.4) (10.6.2.4.2)nh= rate of increase of soil modulus with depth (KSI/ft) (10.4.6.3)Pf= probability of failure ... effective angle of internal friction of clays (°) (10.4.6.2.3)i= instantaneous friction angle of the rock mass (°) (10.4.6.4)1= effective stress angle of internal friction of the top layer of soil...
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SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS

... bedifferent than those obtained from Equations 2 and3. Other values of may be used if based on theresults of load tests.The depth of 5.0 FT at the top of the shaft mayneed to be increased if ... determinedaccording to the failure definition of either: “plunging” of the drilled shaft, or a gross settlement or uplift of 5 percent of thediameter of the shaft if plunging does not occurThe resistance ... a distance of 1.5B above the top of the weaker layer to the baseresistance of the weaker layer at the top of the weakerlayer.C10.8.3.5.3The distance of 1.5B represents the zone of influence...
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SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES

... nominal uplift resistance of the pile group(KIPS)The uplift resistance, Rug, of a pile group shall betaken as the lesser of:  The sum of the individual pile uplift resistance, or The uplift ... results.Static uplift tests should be evaluated using amodified Davisson Method as described inHannigan et al. (2005).10.7.3.11 UPLIFT RESISTANCE OF PILE GROUPSThe nominal uplift resistance of pile ... rockto obtain significant uplift or lateral resistance. If significant lateral or uplift foundation resistance isrequired, drilled shaft foundations should beconsidered. If it is still desired...
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SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES

... supported on surface of the second (lower) layer of a two-layersystem (KSF)1= effective stress angle of internal friction of the top layer of soil (DEG)C10.6.3.1.2f If the upper layer is ... andcondition of discontinuities of the overall rock mass.Where engineering judgment does not verify thepresence of competent rock, the competency of therock mass should be verified using the ... results of laboratoryconsolidation testing of undisturbed soilsamples (DIM)C= modified secondary compression indexestimated from the results of laboratoryconsolidation testing of undisturbed...
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SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS

... methods of exploration, such as SPT, CPT, etc. to establishstratification of the subsurface materials, the profile of the top of bedrock and bedrock quality, depth togroundwater, limits of types of ... Number of Exploration Points and Depth of Exploration (Modified after Sabatini, etal., 2002)ApplicationMinimum Number of ExplorationPoints and Location of ExplorationPointsMinimum Depth of ... number of soil layers within zone of stress influence of the footing (DIM)(10.4.6.2.4) (10.6.2.4.2)nh= rate of increase of soil modulus with depth (KSI/ft) (10.4.6.3)Pf= probability of failure...
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Shaking a box of sand II – at the jamming limit, when shape matters

Shaking a box of sand II – at the jamming limit, when shape matters

... visualise this box as being constituted of rowsand columns of grains. When this box is shaken along the direction of gravity,the predominant dynamical response of the sandbox is known to be in the ... behaviour of thetop of a column of grains in the jamming limit, alluding to an increasingly slowerdynamics as we get to frozen grains at its bottom. In reality, of course, near themiddle of the ... on a column model of grains in the jamming limit [34, 35].We now extend the concept of disorder to include the effect of grain shapes. Eachordered grain occupies one unit of space, while each...
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