Notes, summaries, assignments, exams, and problems for Other courses

Cooking Techniques

Moist-Heat Techniques

Methods in which heat is conducted to foods by water or other liquid or by steam:

• Simmer: To cook in water or other liquid that is bubbling gently (85-96°C). Similar to poaching, the only difference is the time.
• Steam: To cook by direct contact with steam.
• Boil: To cook in water or other liquid that is bubbling rapidly, about 100°C at sea level and at normal pressure.
• Poach: To cook gently in water or other liquid that is hot but not actually bubbling (71-82°C).
• Blanch: To cook an item partially and very briefly in boiling water or in hot fat. Usually a pre-preparation technique, as to loosen peels of vegetables, fruits, and nuts, to partially cook French fries or other foods before service, to prepare for

Vocabulary for Describing Meat

Describing Meat Quality (Adjectives)

• Red, Dark, White, Tender, Pinkish (Carn rosada)
• Bright Red (Vermell intens)
• Sweet, Game Meat, Dry (Seca)
• Tasty (Sabrosa)
• Versatile, Pink (Carn rosa)
• Farmed, Wild, Tasteless (Insípida, sense gust)
• Lean Meat (Sense greix, carn magra)

Meat Doneness Levels

These terms describe the internal cooking point of the meat:

• Punt més (Most done): WELL COOKED / WELL DONE
• Al punt (Medium): MEDIUM-RARE
• Punt menys (Least done): RARE / UNDERCOOKED

Essential Meat Cuts and Charcuterie

Meat Cuts Vocabulary

• LAMB LEG: Cama de xai
• HAM: Pernil
• CURED HAM: Pernil salat (This is the name for salted ham)
• STEAK: Bistec
• MINCED MEAT: Carn picada
• TENDERLOIN / SIRLOIN: Solomillo. LOIN alone means Llom.
• RUMP: Rabadilla (The upper

Limit equilibrium methods are used for soil analysis, particularly for determining the material factor of safety. These methods analyze a finite number of potential sliding surfaces.

For each surface, equilibrium is formulated using the maximum stresses available along the sliding surface, with soil strength reduced by an unknown factor F. The value of F is obtained from the solution of the resulting equations.

In soils, commonly selected surfaces are straight lines, circles, or log spirals. In rocks, sliding is governed by weakness planes, and hence blocks or wedges with planar faces are considered.

Corrective Measures for Soil Instability

Corrective measures typically involve either reducing unfavorable actions (weight and/or water flow) or increasing... Continue reading "Soil Stability Analysis: Limit Equilibrium Methods" »

Rigid Retaining Structures

Rigid structures have a rigid and stiff body. They move as a unit.

Types of Rigid Structures

• Gravity Walls

  These walls rely on their mass to resist lateral earth pressure.

  • Designed to avoid sliding and overturning.
  • Examples: In situ concrete walls, Masonry walls (often requiring drainage between the bricks), Rockfill.

• Cantilever Walls

  These walls use a structural stem and base slab to resist pressure.

  • Saves concrete compared to gravity walls.
  • Requires steel reinforcement.
  • Examples: Precast concrete walls, Green retaining walls.

• Counterfort Walls

  These walls use vertical supports (counterforts) connected to the stem and base.

  • The counterforts help support the bending moments.
  • Often used with reinforced earth (geosynthetics).
  • A toe

Tunnel Typology

General Tunnel Classifications

• True tunnels: Typically constructed by boring or mining.
• Cut-and-cover tunnels: Involve slope excavation and the construction of retaining walls, with the tunnel then covered.
• Submerged tunnels: Constructed underwater, often by sinking pre-fabricated sections.

Classification by Ground Type

• Soft ground tunnels: Require specialized soft excavation techniques and robust support systems.
• Rock tunnels: Involve hard rock excavation methods and typically require moderate support.

Classification by Purpose

• Without inner pressure: Examples include hydraulic, railway, road, pedestrian, and hybrid tunnels.
• With inner pressure: Such as pressure galleries where the ground's stiffness significantly influences design and

Lunes(ON) Mes(IN) Meses+fecha(ON) por tarde/maña(IN)  Estaciones(IN)      2ºCONDIT (If/Unless+ past Simpl, would+infitv)   3ºCOND (If/Unless + Past perfet,would/might/could+ have+past)  

PASSIV(Pres.Simpl: Is/are conducted)-(Past Simpl: Was conducted)-(Futur:Will be conductd)  (Pesen.Cont=Is/are being conductd)-(Past.Cont= was/were being conductd) Present.Perf(have conductd=HAS been conductd)      

REPORTD (Pres Simpl: eat=ATE)-(Past Simpl: ate=HAD EATEN )-(Futur:will eat=Pesen.Cont=are eating=WERE EATING)-(Past.Cont=were eating/= ) Pres.Perf(have eaten= HAD EATEN) Pres.Perf.Cont(have been eating= HAD been eating) Past Perf.Simp(had eaten=HAD EATEN)                                                                                                                                                   

Cash Flows and Dividends

1. Norris Company Dividends: Norris Company declared cash dividends of $60,000, payable as follows: $20,000 at the beginning of the year and $25,000 at the end of the year. (Calculation: $60,000 + $20,000 = $80,000; $80,000 - $25,000 = $55,000)

2. Indirect Method Cash Flow Statement: On the statement of cash flows prepared by the indirect method, the amortization of premium or discount on bonds payable is added back to net income.

8. Cash Receipts from Issuance: Cash receipts received from the issuance of stock are classified as financing activities.

11. Ten-Year Bond Issuance: A ten-year bond issued at par for $250,000 cash is classified as a financing activity.

17. Inflow of Cash: Issuance of long-term debt represents... Continue reading "Accounting Principles and Financial Statement Analysis" »

Service-Related Granularity

Service Granularity represents the functional scope of a service. For example, fine-grained service granularity indicates that there is a small quantity of logic associated with the service's overall functional context.

Capability Granularity: The functional scope of individual service capabilities is represented by this granularity level. For example, a GetDetail capability will tend to have a finer measure of granularity than a GetDocument capability.

Constraint Granularity: The level of validation logic detail is measured by constraint granularity. For example, the more coarse the constraint granularity is, the fewer constraints (or smaller the amount of data validation logic) a given capability will have.

Data Granularity:... Continue reading "Service Granularity, Performance, and Models in REST Architecture" »

Understanding Soil Exploration: Test Pits & Boreholes

Test Pits and Trial Pits

Test pits, also known as trial pits, are excavations made in the soil to observe and analyze the subsurface layers. These pits are typically dug to a depth of less than 5 meters and have a width of no more than 0.75 to 1 meter. Key requirements for test pit excavation include:

• Wall stability to ensure safety and accurate observation.
• Excavation above the Groundwater Level (GWL) where possible.
• Soil excavation primarily by mechanical means.

Test pits are utilized to explore soil conditions and the sequence of strata up to a depth of 4-5 meters. They also allow for the collection of soil samples for subsequent laboratory testing.

In-Situ Soil Testing Tools

Several tools... Continue reading "Geotechnical Soil Investigation Techniques" »

Chapter 3: Statelessness

This means that each request from a service consumer should contain all the necessary information for the service to understand the meaning of the request. All session state data should then be returned to the service consumer at the end of each request.

Figure 5.2. Statelessness ensures that each service consumer request can be treated independently by the service.